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Home My WebLink About2827 WHIPTAIL LOOP; ; FPC2022-0194(7city of Carlsbad -- j Print Date: 09/26/2024 Job Address: 2827 WHIPTAIL LOOP, CARLSBAD, CA 92010 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel U: 2091202600 Track U: Valuation: $616,375.00 Lot U: Occupancy Group: Project U: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Permit No: FPC2022-0194 Status: Closed - Finaled Applied: 10/18/2022 Issued: 10/27/2022 Finaled Close Out: 04/05/2024 Final Inspection: INSPECTOR: Salcedo, Felix Maldonado, Adalmira Cheung, Nathaniel Project Title: Description: MILLIPORE SIGMA PHASE 2A & 2B -REVISION #2 PLAN SUBMITTAL FOR SPRINKLER TI (574 HEADS, 5 EXISTING RISERS) (REV 2 CHANGES TO ROOM 1313A) Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC LORRIE DIERDORFF 13630 DANIELSON ST 13630 DANIELSON ST POWAY, CA 92064-6830 POWAY, CA 92064-6830 (858) 513-4949 (619) 954-8613 FEE AMOUNT FIRE Hourly Services (first hour) $188.00 FIRE Hourly Services (first hour) $188.00 FIRE Hourly Services (first hour) $200.00 FIRE Hourly Services (first hour) $188.00 FIRE Hourly Services (first hour) $200.00 FIRE Hourly Services (first hour) $188.00 FIRE Hourly Services (first hour) $188.00 FIRE Hourly Services (first hour) $200.00 FIRE Hourly Services (first hour) $188.00 FIRE Hourly Services (first hour) $200.00 FIRE NFPA 13 or 13R System> 100 heads $774.00 FIRE Plan Review (per hr - Regular Office Hours) $170.00 FIRE Plan Review (per hr - Regular Office Hours) $240.00 Total Fees: $3,112.00 Total Payments To Date: $3,112.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov I I 1111 Hydraulic Overview Job Job Number Design Engineer 22-3632-02 Samuel Vernola Job Name: MILLIPORE SIGMA (1-I) Phone (858) 513-4949 FAX Address I 2827 Whiptail Loop State CersitaaflOrst.iaanSe Number C-16-588039 AddreSs 2 Carlsbad, CA 92010 AlA City of Carlsbad Address 3 Job Site/Building 209-210-26 2827 Whiptail Loop System Density Area et App lication 0.150gprn/fte 1500.00ft2 (Actual 1554.22ft2) Most Demanding SpAnkten Data hose Sfreams 5.6 K-Factor 19.50 at 12.125 250.00 Cooenege Pen SpArkler Number St Spdnhens Calautated 130.00ft° 21 Snobs, P,e,aor.O.m,and Syben, One Demand 95.574 718.58 Total Demand 718.58 @95574 Pressure Result +34.326 (26.4%) Supplies Check Point Gauges Node Name Flow(ppm) Hose Flow(ppm) Static(psi Residual(psit Identifier Pressure(psi) K-Factor(K) Flow(anm) 1 Water Supply 2500.00 130.000 129.000 SYS 4(TOR) 78.287 52.96 468.58 SYS 5 (TOR) 0.000 0 0.00 SYS S (BOR) 0.000 0 0.00 SYS 4 (BOR) 90.269 49.32 468.58 SYS 3 (BOR) 0.000 0 0.00 SYS 3 (TOR) 0.000 0 0.00 Lr2 no FIER NCE OLY 22-3632-02_FPX_Lvl 1SCH10_40_V18.cad Water Supply at Node 1(2500.00, 0.00, 130.000, 129.000) 150 135111Static Pressure 130.000 500.00 @ 129.000 120 105 18.58 _ _ 95.5174 J• - 75- 60- curve .45 Lstememand 30 - .IW.WJ 'ILJJ.LW Jjl.IIUJ 111111111 '11111111 soo 380ot000 3000 4000 2500 3500 Water flow, gpm &© M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 4/4/2023 7:42:24AM Page 1 Job Number: 22-3632-02 Reoort Descriotion: Remote Area # 1 ~jjljHydraufic Summary Job Number: 22-3632-02 P. —t fl erm,intix,n Pn,nfos Asne 41 I Job Job Number 22-3632-02 Design Engineer Samuel Vernola lob Name: MILLIPORE SIGMA (1-I) State CentifioationfLicarsa Number C-16-588039 Address I 2827 Whiptail Loop AHJ City of Carlsbad Addness2 Carlsbad, CA 92010 Job SiteiDuading 2827 Whiptail Loop Address 3 209-210-26 Draxdrrg Name 22-3632-02_FPXLvl 1_SCH10_40_V18.cad System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 19.50 at 12.125 Occupancy Ordinary Group I Job Suffix 11050Alt000anoetal Source 0.00 Density 0.150gpmIft Adea ctopnrioatierr 1500.00ft2 (Actual 1554.22ft2) Adddonoi Hose Supplies Node Hose At Node 7 Flow(pom) 250.00 Number Of Sp,tr,kiers Calculated 21 CoAeroge Per Sprinkler 130.00ft2 AutoPeekmoeuIts: Pressure Fonoemotetreoa(s)AdlacerrToMoelRamoteAnee - a. mIt conll e sM) Total Hose Streams 250.00 System Flow Darrrand 718.58 Total Water Required (Induding lose Aliowerca) 718.58 MacAlum Pressure Unbaiarco In Loops 0.000 Maoimum Veioc:lyAb000 Srsurd 24.39 between nodes 112 and 111 Maximum Velocity Under Srourd 494 between nodes 6 and 7 FOR Volume capacity 01 Wet Pipes 6690.25ga1 Volume copaoillxl Dry PIpes sussj .reN 'ss,,o: , Supplies i.... - .- ... .., . Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 130.000 129.000 2500.00 129.900 718.58 95.574 34.326 Contractor Conteccor Number 22-3632-02 Conrad Name Samuel Vemola Contact rae Designer N.-1 Contractor Western Fire Protection Phone (858) 513-4949 Extension 1312 Address 1 13630 Danielson St. FAX Addresa2 San Diego, CA 92064 E.mag svernola@westernfireprotection.com Address 3 WIb.Sile https://westernfireprotection.com ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 4/4/2023 7:42:27AM Page 2 I i 111 Hydraulic Graph Job Number: 22-3632-02 Resnnrt flncrrintirsn Pamnta Arresi if Water Supply at Node I 150- 135--- --Static Pressure 130.000 50000 129.000 120 105--- 718.58 95.574 90 CL - Cl) - (Cl - 11) 60— System demand curve . :. 45 30- 15- iLLl.LL!1.l.l.l.I.l.l.' 11111111 111111111 111111111 1111111 I 11111111 11111111 II I I I I I I I 0— %00 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Flydraulit eieplr Water Supply at Node 1 Stafic: Pressure 130.000 Residual: Pressure 129.000 @2500.00 Available Pressure at Time Of Test 129.900 @ 718.58 Sosteer Osirrerd 95.574 @718.58 System Derrierd ltruuthra Hoes Pdlvesrve Cl Svuroel 95.574 @718.58 , © M.E.P.CAD, Inc. Jill AutoSPRINK 2018 04.4.5.0 4/4/2023 7:42:28AM Page 3 I I I I I I I 111Hydraulic Graph Job Number: 22-3632-02 SYS 4 (BOR) 150— 135— --Static Pressure 12.000 - 2500.00 @ 129.000 120- 105--- 468.58 c 90.269 90 CD 0 J 75 60— System demand curve 45— 30— 15— o-.jjWJJJJJWIIIIH 111111111 111111111 111111111 11111111 liii I II 1111111 soo 1000 1500 2000 2500 3000 3500 4000 oo 5000 Water flow, gpm Hydraulic Graph SYS 4 (BOR) Study: Pressuce N/A Residual: Pressure - - N/A Available Pressure at Sme of last N/A Oysters Dereara 90.269 @468.58 S- D. llrth&ra Hureapaos.orera etoosaca) 90.269 @ N/A , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:42:28AM Page 4 I 1111sum-mary Of Outfiowing Devices I Job Number: 22-3632-02 Reoort Descriotion: Remote Area # 1 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 96.434 c Sprinkler 1001 19.50 19.50 5.6 12.125 Sprinkler 1002 20.25 19.50 5.6 13.079 Sprinkler 1003 20.43 19.50 5.6 13.314 Sprinkler 1004 20.48 19.50 5.6 13.369 Sprinkler 1005 20.53 19.50 5.6 13.437 Sprinkler 1006 20.57 19.50 5.6 13.493 Sprinkler 1007 20.75 19.50 5.6 13.730 Sprinkler 1008 20.85 19.50 5.6 13.856 Sprinkler 1009 20.92 19.50 5.6 13.955 Sprinkler 1010 21.99 19.50 5.6 15.419 Sprinkler 1011 22.03 19.50 5.6 15.470 Sprinkler 1012 22.25 19.50 5.6 15.782 Sprinkler 1013 22.40 19.50 5.6 16.007 Sprinkler 1014 23.29 19.50 5.6 17.297 Sprinkler 1015 23.30 19.50 5.6 17.312 Sprinkler 1016 23.62 19.50 5.6 17.786 Sprinkler 1017 24.25 19.50 5.6 18.758 Sprinkler 1018 24.52 19.50 5.6 19.175 Sprinkler 1019 24.74 1950 5.6 19.525 Sprinkler 1020 25.41 19.50 5.6 20.582 Sprinkler 1021 26.51 19.50 1 5.6 22.402 c' Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:42:35AM Page 5 I 1 I 1111 Node Analysis I Job Number: 22-3632-02 fl.,......;..e;-...,. D..........h.. n...... a a Node Elevation(Foot) Fiftings Pressure(psi) Discharge(gpm) 1 7-0 S 95.574 718.58 7 4-0 1(58-61/2) 96.434 250.00 1001 9-11 Spr(-12.125), fd(55-0) 12.125 19.50 1002 9-11 Spr(-13.079), fd(55'-O) 13.079 20.25 1003 9-11 Spr(-13.314), fd(55'-O) 13.314 20.43 1004 9-il Spr(-13.369), fd(55'-O) 13.369 20.48 1005 9-il Spr(-13.437), fd(55'-o) 13.437 20.53 1006 9,-il Spr(-13.493), fd(55-0) 13.493 20.57 1007 9-11 Spr(-13.730), fd(55-0) 13.730 20.75 1008 9-11 Spr(-13.856), fd(55-0) 13.856 20.85 1009 9-11 Spr(-13.955), fd(55-0) 13.955 20.92 1010 9-11 _S -15,419), fd(55'-O) 15.419 21.99 1011 9-11 Spr(-15.470), fd(55-0) 15.470 22.03 1012 9.-il Spr(-15.782), fd(55-0) 15.782 22.25 1013 9-11 Spr(-16.007), fd(55'-O). 16.007 22.40 1014 9-11 Spr(-17.297), fd(55'-O) 17.297 23.29 1015 9-11 Spr(-17.312), fd(55-0) 17.312 23.30 1016 9-11 Spr(-17.786), fd(55-0) 17.786 23.62 1017 9-11 Spr(-18.758), fd(55-0) 18.758 24.25 1018 9-11 Spr(-19.175), fd(55-0) 19.175 24.52 1019 9-11 Spr(-19.525), fd(55-0) 19.525 24.74 1020 9-11 Spr(-20.582), fd(55-0) 20.582 25.41 1021 9-11 Spr(-22.402), fd(55-0) 22.402 26.51 2 7-0 E(31-4) 95.573 3 17-0 LtE(20-10'A) 91.129 4 17-0 LtE(29-6) 91.105 5 17-0 LtE(20-10Yn) 87.520 6 4-0 LtE(16'-7) 96.519 8 4-0 LtE(25'-6) 96.360 9 4-0 LtE(18'-9) 93.819 10 4-0 LtE(25-6) 93.738 11 0-6 91.778 101 13-9 T(5'-O) 20.429 102 13-9 1(6-0) 21.781 103 12-11 P0(6-U) 23.964 104 12-11 T(8-6) 24.019 105 12-11 fT(10-51/2) 24.644 106 i2'-i0'/ fT(10'-5Y2) 29.378 107 12-101/2 P0(6-0) 30.174 108 12-10% T(8-6) 30.558 109 12-10% T(8-6) 32.231 110 12-10% P0(6-0) 32.547 111 12-101/2 T(8-6) 35.105 112 i2-10'/ tT(10-5%) 46.510 113 30-1 1(11-1) 76.880 114 29-10 LtE(11-4) 77.715 115 30-1% LtE(15-3), SYS4(TOR) 78.287 116 2-11 BV(14-1), SYS 4 (BOR) 90.269 117 13-9 T(5'-O) 20.904 118 13-9 T(6'-O) 22.330 119 12-11 P0(6-0) 24.569 120 13-9 1(5-0) 21.106 121 13-9 1(6-0) 22.544 122 12-11 P0(6-0) 24.799 123 12-11 1(8-6) 24.955 124 12-11 P0(6-0) 26.065 125 12-11 7(8-6) 27.030 126 12-11 fT(10'-5%) 43.461 127 11-10 11(10-5%) 49.937 129 13-9 1(6-0) 25.424 130 12-11 1(8-6) 24.596 131 13-91% 1(5-0) 28.625 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:42:36AM Page 6 I 1111 Node Analysis Job Number: 22-3632-02 ReDort Descriotion: Remote Area # 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 132 12-101/2 P0(6-0) 29.337 133 12-101/2 T(8-6) 29.343 134 13-9'/2 T(5-0) 29.454 135 13'-9/ T(5-0) 31.805 136 12-101/2 fT(10-51/.) 48.503 987 30-01/2 P0(12-3%) 76.717 M.E.P.CAD, Inc. AutoSPRINK 2018 v1 4.4.5.O 4/4/2023 7:42:36AM Page 7 IHydraulic Analysis Job Number: 22-3632-02 Report Description: Remote Area # 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length ~ S ressure ummary Route ..... BL 1.0490 19.50 7.24 120 0.124177 12-3 Pf 9.965 1001 101 9-11 13-9 19.50 5.6 12.125 20.429 Sprinkler, 1(5-0), 4E(2'-O), fd(55'-O) 68-0 80-3 Pe Pv -1.662 BL 1.3800 39.75 8.53 120 0.121971 5-1 Pt 1.352 101 102 13-9 13-9 20.25 20.429 21.781 Flow (q) from Route 2 T(6'-O) 6-0 11,-i Pe Pv RN 1.3800 60.67 13.01 120 0.266667 0-10 Pt 1.822 102 103 13-9 12-11 20.92 21.781 23.964 Flow (q) from Route 9 P0(6-0) 6-0 6-10 Pc Pv 0.361 CM 2.1570 60.67 5.33 120 0.030292 1-91/2 Pt 0.055 103 104 12-11 12-11 23.964 24.019 1-9% Pe Pv CM 2.1570 82.66 7.26 120 0.053680 1-21/2 Pt 0.626 104 105 12-11 12-11 21.99 24.019 24.644 Flow (q)from Route 10 tT(10'-5'/.) 10-5% 11-8 Pe Pv CM 2.1570 105.51 9.26 120 0.084307 38-1 Pt 4.715 105 106 12-11 12-101/2 22.84 24.644 29.378 Flow (q) from Route 3 2LtE(3'-8'/), fT(10'-51/,) 17-10 55-11 Pe Pv 0.018 CM 2.1570 153.05 13.44 120 0.167781 4-9 Pf 0.796 106 107 12-10% 12-101/2 47.54 29.378 30.174 Flow (q) from Route 14 4-9 Pc Pv CM 2.1570 176.67 15.51 120 0.218796 1-9 Pt 0.384 107 108 12-101/2 12-101/2 23.62 30.174 30.558 Flow (q)from Route 16 1-9 Pc Pv CM 2.1570 201.41 17.68 120 0.278842 6-0 Pt 1.673 108 109 12-10% 12-101/2 24.74 30.558 32.231 Flow (q) from Route 19 6-0 Pc Pv CM 2.1570 226.82 19.91 120 0.347379 0-11 Pt 0.316 109 110 12-101/2 12-101/2 25.41 32.231 32.547 Flow (q) from Route 20 0-11 Pc Pv CM 2.1570 251.34 22.07 120 0.420034 6-1 Pt 2.558 110 111 12-101/2 12-101/2 24.52 32.547 35.105 Flow (q) from Route 18 6-1 Pc Pv CM 2.1570 277.84 24.39 120 0.505633 12-1 Pf 11.405 111 112 12-101/2 12-101/2 26.51 35.105 46.510 Flow (q) from Route 21 fT(10'-5%) 10-5% 22-6% Pc Pv -0.000 RN . 2.1570 219.62 19.28 120 0.327260 68-21/2 Pt 37.834 112 113 1210h/2 30-1 46.510 76.880 6fE(4'-3%), fT(10'-5%), 1(11-1) 474% 115-7% Pc Pv -7.465 CM 6.3570 468.58 4.74 120 0.006883 56-71/2 Pt 0.727 113 114 30-1 29-10 248.96 76.880 77.715 Flow (q) from Route 5 T(37'-81/2), LtE(114) 49-0% 105-8 Pc Pv 0.108 CM 8.2490 468.58 2.81 120 0.001935 330-3 Pt 0.698 114 115 29-10 30-1% 77.715 78.287 2LtE(15'-3), SYS 4 (TOR) 30-61/2 360-9% Pc Pv -0.126 FR 8.2490 468.58 2.81 120 0.001935 26-4% Pt 0.181 115 116 30-1% 2-11 78.287 90.269 CV(52'-10), BV(14'-l), SYS 4 (B OR) 66-11% 93-3% Pc Pv 11.802 CM 8.2490 468.58 2.81 120 0.001935 14-2% Pf 0.457 116 11 2-11 0-6 90.269 91.778 2T(41'-11/2), 3LtE(15'-3), P0(41'- 11/2), CV(52'-l0) 222-0 236-2 Pc Pv 1.052 CM 10.4000 468.58 1.77 140 0.000471 4-6 Pt 0.014 11 10 0-6 4-0 91.778 93.738 LtE(25-6) 25-6 30-0 Pc Pv 1.945 U 9.5100 468.58 2.12 150 . 0.000641 82-6% Pt 0.081 10 9 4-0 4-0 93.738 93.819 2EE(12'-10%), LtE(18'-9) 44-6 127-01/. Pc Pv CM 10.4000 468.58 1.77 140 0.000471 10,-0 Pt 2.541 9 8 4-0 4-0 93.819 96.360 3LtE(25'-6), CV(-2.500) 76-6% 86-6% Pc Pv U 9.5100 468.58 2.12 150 0.000641 14-2 Pf 0.074 8 7 -4-0 4-0 96.360 96.434 PIV(5'-10), 2LtE(18'-9), 1(58-61/2 101-10% 116'-0 Pc Pv M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 4/4/2023 7:42:38AM Paae 8 1111 HydrauI1c Analysis Job Number: 22-3632-02 Reoort DescriDtion: Remote Area # 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 7.7100 718.58 4.94 150 0.003925 5-0 Pt 0.085 7 6 40 4-0 250.00 96.434 96.519 LtE(16'-7) 16-7 21-7 Pe Pv UG 11.3100 718.58 2.29 150 0.000607 138-0 Pt 0.106 6 5 4-0 17-0 96.519 87.520 EE(15'-l), LtE(20'-101/.) 35-11% 174-0 Pe Pv -9.104 UG 12.4600 718.58 1.89 140 0.000431 12-0 Pt 3.584 5 4 17-0 17-0 87.520 91.105 3LtE(29-6), BFP(-3.541) 88-5% 100'-5'/ Pe Pv UG 11.3100 718.58 2.29 150 0.000607 19-0 Pt 0.024 4 3 17-0 17-0 91.105 91.129 LtE(20'-101/.) 20-10% 39-101/2 Pc Pv UG 11.3100 718.58 2.29 150 0.000607 147-4 Pt 0.109 3 2 17-0 7-0 91.129 95.573 E(31-4) 31-4 178-8 Pc Pv 4.335 UG 15.9200 718.58 1.16 150 0.000115 10-0 Pt 0.001 2 1 7-0 7'0 95.573 95.574 Water Supply 10,-0 Pc Pv 0.00 Hose Allowance At Source 1 718.58 =. ..... Route 2 ..... BL 1.0490 20.25 7.52 120 0.133182 3-8 Pf 9.012 1002 101 9-11 13-9 20.25 5.6 13.079 20.429 Sprinkler, 2E(2'-O), T(5-0), td(55'-O) 64-0 67-8 Pc Pv -1.662 -Route 3 ..... BL 1.0490 20.43 7.59 120 0.135398 11-4 Pt 9.252 1003 117 9-11 13-9 20.43 5.6 13.314 20.904 Sprinkler, E(2'-O), fd(55'-O) 57,-0 68'-4 Pc Pv -1.662 BL 1.3800 40.91 8.78 120 0.128622 5-1 Pt 1.426 117 118 13-9 13-9 20.48 20.904 22.330 Flow (q) from Route 4 T(6'-O) 6-0 11,-1 Pc Pv RN 1.3800 61.66 13.23 120 0.274753 0-10 Pt 1.877 118 119 13-9 12-11 20.75 22.330 24.569 Flow (q) from Route 7 P0(6-0) 6-0 6-10 Pc Pv 0.361 CM 2.1570 22.84 2.01 120 0.004972 4-9 Pt 0.076 119 105 12-11 12-11 24.569 24.644 fr(10'-5Y2) 10-5% 15-2% Pc Pv Route ..... BL 1.0490 20.48 7.60 120 0.135918 3'-8 Pt 9.197 1004 117 9-11 13-9 20.48 5.6 13.369 20.904 Sprinkler, 2E(2'-O), T(5'-O), td(55'-O) 64-0 67'-8 Pc Pv -1.662 Route ..... BL 1.0490 20.53 7.62 120 0.136553 11-4 Pt 9.331 1005 120 9-11 13-9 20.53 5.6 13.437 21.106 Sprinkler, E(2'-O), fd(55'-O) 57-0 68'-4 Pc Pv -1.662 BL 1.3800 41.10 8.82 120 0.129719 5-1 Pt 1.438 120 121 13-9 13-9 20.57 21.106 22.544 Flow (q)from Route 6 T(6'-O) 6-0 11,-1 Pc Pv RN 1.3800 61.94 13.29 120 0.277094 0-10 Pt 1.893 121 122 13-9 12-11 20.85 22.544 24.799 Flow (q) from Route 8 P0(6-0) 6-0 6-10 Pc Pv 0.361 CM 2.1570 123.01 10.80 120 0.111986 1-41/2 Pt 0.156 122 123 12-11 12-11 61.06 24.799 24.955 Flow (q)from Route 12 1-4% Pc Pv CM 2.1570 145.41 12.77 120 0.152617 7-31/2 Pt 1.110 123 124 12-11 12-11 22.40 24.955 26.065 Flow (q) from Route 13 7-3% Pc Pv CM 2.1570 167.44 14.70 120 0.198118 4-10% Pt 0.965 124 125 12-11 12-11 22.03 26.065 27.030 Flow (q) from Route 11 4-10% Pc Pv CM 2.1570 190.74 16.75 120 0.252119 54-81/2 Pf 16.431 125 126 12-11 12-11 23.30 27.030 43.461 Flow (q) from Route 15 . tT(10'-51/2) 10-5% 65-2 Pc Pv CM 2.1570 142.73 12.53 120 0.147451 37-0% Pt 6.006 126 127 12-11 11-10 43.461 49.937 LtE(3'-81/2) 3-8% 40-9 Pc Pv 0.470 f, © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 4/4/2023 7:42:38AM Page 9 111 1Hydraulic Analysis 0 D Job Number: 22-3632-02 Rannrt flarrintinn PnmntQ Amn ft I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 2.1570 246.96 21.86 120 0.412712 48-11 Pf 34.672 127 987 11-10 30-0'/. 106.23 49.937 76.717 Flow (q) from Route 22 3E(6'-2), fE(4'-3%), P0(12-31/2) 35-1 84-0 Pe Pv -7.892 CM 6.3570 248.96 2.52 120 0.002136 38-6% P1 0.187 987 113 30-0% 30-1 76.717 76.880 T(37'-81/2), LtE(11'-4) 49-0% 87-7 Pc Pv -0.024 =. ..... Route 6 ..... BL 1.0490 20.57 7.64 120 0.137076 3-8 Pt 9.275 1006 120 9-11 13-9 20.57 5.6 13.493 21.106 Sprinkler, 2E(2'-O), T(5-0), fd(55'-O) 64-0 67-8 Pe Pv -1.662 =...... Route 7 ..... BL 1.0490 20.75 7.70 120 0.139304 7-8 Pf 10.262 1007 118 9-11 13-9 20.75 5.6 13.730 22.330 Sprinkler, 3E(2-0), T(5'-O), fd(55'-O) 66-0 73-8 Pe Pv -1.662 Route ..... BL 1.0490 20.85 7.74 120 0.140490 7-8 Pt 10.349 1008 121 9-11 13-9 20.85 5.6 13.856 22.544 Sprinkler, 3E(2'-O), T(5'-O), fd(55'-O) 66-0 73-8 Pe Pv -1.662 =. ..... Route 9 ..... BL 1.0490 20.92 7.77 120 0.141420 5-1 Pt 9.487 1009 102 9-11 13-9 20.92 5.6 13.955 21.781 Sprinkler, E(2'-O), T(5'-0),fd(55'-0) 62-0 67-1 Pe Pv -1.662 =. ..... Route lO ..... BL 1.0490 21.99 8.16 120 0.155090 0-4 Pf 9.900 1010 104 9-11 12-11 21.99 5.6 15.419 24.019 Sprinkler, T(8'-6), fd(55'-O) 63'-6 63-10 Pe Pv -1.301 Route 11 ..... BL 1.0490 22.03 8.18 120 0.155564 8-8 Pt 11.615 1011 129 9-11 13-9 22.03 5.6 15.470 25.424 Sprinkler, 3E(2'-O), T(5'-O), fd(55'-O) 66-0 74'-8 Pc Pv -1.662 RN 1.3800 22.03 4.72 120 0.040914 0-10 Pf 0.280 129 124 13-9 12-11 25.424 26.065 P0(6-0) 6-0 6-10 Pe Pv 0.361 - Route 12 ..... BL 1.0490 22.25 8.26 120 0.158459 0-4 Pt 10.115 1012 130 9-11 12-11 22.25 5.6 15.782 24.596 Sprinkler, T(8'-6), fd(55'-O) 63'-6 63-10 Pc Pv -1.301 CM 2.1570 61.06 5.36 120 0.030654 6-71/2 Pt 0.202 130 122 12-11 12-11 38.82 24.596 24.799 Flow (q) from Route 25 6-7% Pc Pv Route 13 ..... BL 1.0490 22.40 8.32 120 0.160549 0-4 Pf 10.248 1013 123 9-11 12-11 22.40 5.6 16.007 24.955 Sprinkler, T(8'-6), fd(55'-O) 63'-6 63-10 Pc Pv -1.301 =. ..... Route 14 ..... BL 1.0490 23.29 8.65 120 0.172484 9-5 Pf 13.008 1014 131 9-11 13-91/2 23.29 5.6 17.297 28.625 Sprinkler, 3E(2'-O), T(5'-O), fd(55'-O) 66-0 75-5 Pc Pv -1.680 RN 1.3800 23.29 5.00 120 0.045364 0-11 Pt 0.314 131 132 13-91/2 12-101/2 28.625 29.337 P0(6-0) 6-0 6-11 Pc Pv 0.397 CM 2.1570 23.29 2.04 120 0.005153 1-2% Pt 0.006 132 133 12-10% 12-101/2 29.337 29.343 1-2% Pc Pv CM 2.1570 47.54 4.17 120 0.019294 1-91/2 Pt 0.035 133 106 12-10% 12-10% 24.25 29.343 29.378 Flow (q) from Route 17 1-9% Pc Pv Route 15 ..... BL 1.0490 23.30 8.65 120 0.172620 0-4 Pt 11.019 1015 125 9-11 12-11 23.30 5.6 17.312 27.030 Sprinkler, T(8'-6), fd(55-0) 636 63-10 Pc Pv -1.301 -Route 16 ..... BL 1.0490 23.62 8.77 120 0.176990 9-5 Pt 13.348 1016 134 9-11 13-91/2 23.62 5.6 17.786 29.454 Sprinkler, 3E(2'-O), T(5'-O), fd(55'-O) 66-0 75-5 Pc Pv -1.680 RN 1.3800 23.62 5.07 120 0.046550 0-11 Pt 0.322 134 107 13-91/2 12-101/2 29.454 30.174 Po(60) 6-0 6-11 Pc Pv 0.397 © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 4/4/2023 7:42:38AM Page 10 1 111 Hydraulic Analysis Job Number: 22-3632-02 Reoort Descriotion: Remote Area # 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route 17 ..... BL 1.0490 24.25 9.00 120 0.185915 0-4 Pt 11.868 1017 133 9-11 12-101/2 24.25 5.6 18.758 29.343 Sprinkler, T(8-6), fd(55-0) 63-6 63-10 Pe Pv -1.283 Route 18 ..... BL 1.0490 24.52 9.10 120 0.189738 9-5 Pt 14.309 1018 135 9-11 13-91/2 24.52 5.6 19.175 31.805 Sprinkler, 3E(2'-O), T(5-0), fd(55-0) 66-0 75-5 Pe Pv -1.680 RN 1.3800 24.52 5.26 120 0.049902 0-11 Pt 0.345 135 110 13-9% 12-101/2 31.805 32.547 P0(6-0) 6-0 6-11 Pc Pv 0.397 0 Route19 ..... BL 1.0490 24.74 9.19 120 0.192937 0-4 Pt 12.316 1019 108 9-11 12-101/2 24.74 5.6 19.525 30.558 Sprinkler, 1(8-6), fd(55'-O) 63-6 63-10 Pc Pv -1.283 =. ..... Route 2O ..... BL 1.0490 25.41 9.43 120 0.202582 0-4 Pf 12.931 1020 109 9-11 12-101/2 25.41 5.6 20.582 32.231 Sprinkler, T(8'-6), fd(55-0) 63-6 63-10 Pe Pv -1.283 Route 21 ..... BL 1.0490 26.51 9.84 120 0.219098 0-4 Pf 13.986 1021 111 9-11 12-101/2 26.51 5.6 22.402 35.105 Sprinkler, 1(8-6), fd(55-0) 63-6 63-10 Pc Pv -1.283 0 Route22 ..... CM 2.1570 106.23 9.33 120 0.085385 1-0% Pf 0.982 136 127 12-101/2 11-10 48.01 + 58.23 48.503 49.937 Flow (q) from Route 23 and 24 fT(10'-51/2) 10-5% 11-6 Pc Pv 0.452 - Route 23 ..... CM 2.1570 48.01 4.22 120 0.019644 220-1 Pf 5.024 126 136 12-11 12-101/2 43.461 48.503 fT(10-5%) 4LtE(3-81/2), fT(10'-51/2) 35-8% 255-9 Pc Pv 0.018 =. ..... Route 24 ..... CM 2.1570 58.23 5.11 120 0.028071 50-1 Pt 1.993 112 136 12-101/2 12-101/2 46.510 48.503 fl(10'-5%) ff(1O'..5%) 20-11 71-0 Pe Pv 0.000 =. ..... Route 25 ..... CM 2.1570 38.82 3.41 120 0.013258 2-01/2 Pf 0.027 119 130 12-11 12-11 22.84 24.569 24.596 Flow (q) from Route 3 2-01/2 Pc Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 487 Factor Multiplier tV:alue f C 100 130 140 ing Factor 0.713 1.16 1.33 150 1.51 . © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 4/4/2023 7:42:38AM Page 11 1111Hydraulic Analysis Job Number: 22-3632-02 eport vescription: Kemoxe area 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backfiow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point n a pipe DelV Deluge Valve SP Sprig in Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 221/.* Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet Pry Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao , © M.E.P.CAD, Inc. 1AutoSPRlNK 2018 v14.4.5.0 4/4/2023 7:42:38AM Page 12 I 1111 Check Point Gauge Data Job Number: 22-3632-02 Report Description: Remote Area # 1 Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) SYS 3 (BOR) 0.000 0 0.00 125.491 4-1% SYS 3 (TOR) 0.000 0 0.00 113.967 30-81/2 SYS 4 (BOR) 90.269 49.32 468.58 126.022 2-11 SYS 4 (TOR) 78.287 52.96 468.58 114.220 30-1% SYS 5 (BOR) 0.000 0 0.00 126.022 2-11 SYS 5 (TOR) 0.000 0 0.00 1 114.617 29-21/2 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 4/4/2023 7:42:39AM Page 13 11 IRiser Tag Job MILLIPORE SIGMA (T-I) 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3632-02 Ordinary Group I 457 21 5.6 0 0. 150gpm/ft2 0.301 gpm/ft2 1500.00ft2 (Actual 1554.22ft2) Demand At Base Of Riser (SYS 5 (BOR)) Total Demand Flow(gpm): 0.00 Pressure(psi): 0.000 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): 718.58 Total Demand Pressure(psi): 95.574 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 4/4/2023 7:42:40AM Page 14 1111 Riser Tag I Job MILLIPORE SIGMA (1-I) 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3632-02 Ordinary Group I 457 21 5.6 0 0.150gpm/ft2 0.301 gpm/ft2 1500.00ft2 (Actual 1554.22ft2) Demand At Base Of Riser (SYS 4 (BOR)) I Total Demand Flow(gpm): 468.58 Pressure(psi): 90.269 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): 718.58 Total Demand Pressure(psi): 95.574 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 4/4/2023 7:42:40AM Page 15 111RiserTaq Job MILLIPORE SIGMA (1-I) 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3632-02 Ordinary Group I 457 21 5.6 0 0.150gpm/ft2 0.301 gpm/ft2 1500.00ft2 (Actual 1554.22ft2) Demand At Base Of Riser (SYS 3 (BOR)) Total Demand Flow(gpm): 0.00 Pressure(psi): 0.000 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): 718.58 Total Demand Pressure(psi): 95.574 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:42:40AM Page 16 1111 Hydraulic Overview Job Number: 22-3632-02 Reoort Descriotion: Remote Area # 2 Job Job Number Design Engineer 22-3632-02 Samuel Vernola Job No— MILLIPORE SIGMA (1-I) Ph.. (858)513-4949 FAX Add.. 1 2827 Whiptail Loop State Cetg00000&ticonSe Number C-16-588039 Address 2 Carlsbad, CA 92010 AHJ City of Carlsbad Address 3 209-210-26 Job bite/ouioirg 2827 Whiptail Loop System Donrily A— otopplicdtiorr 0.150gprn/ft2 1500.00ft2 (Actual 1535.96ft2) Most oemondirg Sprtnlder Dote Hose streams 8K-Factor 21.17 at 7.000 250.00 Coverage Per Sprinkler Number Of Sptinelers Colsytoted 130.00ft2 16 System Pr0000re oemard 44.153 System Fiso 5e,rrord 610.48 Total Demand 610.48 @44.153 Preseture Result +85.773 (66.0%) Supplies Check Point Gauges Node Name Flow(aom) Hose Flow(oDm) Static(psi) Residual(si) Identifier Pressure(sPt K-Factor(K) Flow(ppm) 1 Water Supply 2500.00 130.000 129.000 SYS 4 (TOR) 27.204 0 0.00 SYS 5 (TOR) 27.471 68.78 360.48 SYS 5 (BOR) 38.985 57.73 360.48 SYS 4 (BOR) 39.005 0 0.00 SYS 3 (BOR) 0.000 0 0.00 SYS 3 (TOR) 0.000 0 0.00 FOR REFER ENCE ONLY 22-3632-02_FPX_Lvl 1_SCH10_40_V18.cad Water Supply at Node 1 (2500.00, 0.00, 130.000, 129.000) 150- 135- Static Pressure 130.00O 0 iT •Ii! 500.00@129.00 120 LA 75- 60- 45 610.48 Q 44.153_ 30- System demand curve 15- ! 11111 l.lJ.lLL Jjj !ItII1j J.I.J.J_I_LL' L.L_I.I_I_I_L.I II I liii I_I I III I 5000 3000 4000 2500 3500 Water ft0Wr gpm , © M.E.P.CADr Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:43:19AM Page 1 1111. Hydrau1ic Summary 771 Job Number: 22-3632-02 P. —t n—'i fi^nN P,s,xo+ A AP') Job Jab Number Design Engineer 22-3632-02 Samuel Vernola Job Name MILLIPORE SIGMA (T-l) State Ce,tifiowffo&Uaense Number C-16-588039 2827 Whiptail Loop Address t - AHJ City of Carlsbad Add.... 2 Job Site/Building Carlsbad, CA 92010 2827 Whiptail Loop Address 3 Drawing Nam 209-210-26 22-3632-02_FPX_Lvl 1_SCH10_40_V18.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 8K-Factor 21.17 at 7.000 Ordinary Group I rioseridtowanceAl Source Density Area otApplication 0.00 0.1 50gpm/ft2 1500.00ft2 (Actual 1535.902) Additional Hose Supplies Number Of Sp,tnklers Calculated Coverage Per Sprinkler Node Flow(pm) 16 130.00ft2 Hose At Node 7 250.00 AXoP Results: mom For mota Adjacent Ta Meet RornoteArea Left: 44.153 Right: 44.153 Total Hose Streams 250.00 System Flow Demand Total Water Raqulned (Including Hose ridlowence) 610.48 610.48 Ma am Pressure Unbalance In Coops 0.000 Mao/marc \telautydtavoe Ground 9.68 between nodes 206 and 205 Mao/mum Velocity Under Ground 4.20 between nodes 6 and 7 I Volume capacity of Wet Pipes Volume capacity at Dty Plpep 6690.25ga1 Supplies - Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 130.000 129.000 2500.00 129.926 I 610.48 44.153 85.773 Contractor Contractor Number 22-3632-02 Contact Name Samuel Vernola Can/dot Tax Designer semeotConcector Western Fire Protection Phone (858) 5134949 Corers/Sn 1312 Address t 13630 Danielson St. FAX Address 2 San Diego, CA 92064 Eacail svernola@westernflreprotection.com Address 3 Web-Site https://westemfireprotection.com , © M.E.P.CAD, Inc. @11 AutoSPRINK 2018 04.4.5.0 4/4/2023 7:43:21AM Page 2 I 1 1 a I I I I I 1111 Hydrau1ic Graph Job Number: 22-3632-02 Rancsrt flpmr.rintinn RmmotD Aron it 9 Water Supply at Node I 150- 135--- -Static Pressure 130.000 2500. 00 129 000 FT 120- 105— 90— (IS 0 75— (IS (I) IS) 60— 45— 610.48@44.153- 30- System demand curve 15- o- 111111111 JLU.UI.JJ I IlIllIll 111111111 IlIiiIIii 111111 I I III I III I I I I I 11111 I I I I I I I I I I 0500 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Idyd,Rdit Graph Water Supply at Node 1 Static: P- 130.000 Residual; Prassury 129.000 @2500.00 Asaliebia pressure at lime sliest 129.926 @610.48 System Qomerd 44.153 @610.48 System O.mwrd iirdurero HosoMaee500 aiSarasal 44.153 @610.48 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:43:23AM Page 3 llhydraulic Graph I Job Number: 22-3632-02 SYS 5 (BOR) 150— 135— Static Pressure 130.000 250000 129.000 120- 105---- Z CL '1) w (0 a) a- 60- 360.48 ( 38.985 30— S ystem demand curve 15— 0Ufljj''.jflJ.j.LLjlIIIHIII 111111111 I IllIllIll IIIIIII 111111111 111111 II I III %oo 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraulic Graph SYS 5 (BOR) Slate: Pressute N/A Residual: Pressure .., •1 N/A Available Pressure at lime of Test N/A Syster, Dastard 38.985 @ 360.48 System Dastard undoes0 tloseAforvarva etSoiscel 38.985 @ N/A , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:43:23AM Page 4 I IIII Summary_Of Outfiowing_Devices Job Number: 22-3632-02 Report Description: Remote Area # 2 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 44.865 c Sprinkler 2201 21.17 19.50 8 7.000 Sprinkler 2202 21.52 19.50 8 7.233 Sprinkler 2203 21.57 19.50 8 7.268 Sprinkler 2204 21.67 19.50 8 7.338 Sprinkler 2205 21.82 19.50 8 7.439 Sprinkler 2206 21.89 19.50 8 7.490 Sprinkler 2207 22.01 19.50 8 7.570 Sprinkler 2208 22.18 19.50 8 7.690 Sprinkler 2209 22.65 19.50 8 8.018 Sprinkler 2210 22.81 19.50 8 8.129 Sprinkler 2211 22.84 19.50 8 8.153 Sprinkler 2212 22.93 19.50 8 8.216 Sprinkler 2213 22.97 19.50 8 8.247 Sprinkler 2214 23.43 19.50 8 8.576 Sprinkler 2215 24.48 19.50 1 8 9.363 c. Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 4/4/2023 7:43:29AM Page 5 111INode Analysis Job Number: 22-3632-02 Pn,rt fl •rjtjn. A,• 41 1 Node Elevation(Foot) Fiftings Pressure(psi) Discharge(gpm) 217 15-2 P0(5-0) 16.783 218 14-81/. P0(12-3%) 21.049 219 15-11% P0(5-0) 16.691 220 15-11% P0(5-a) 16.748 221 15-11% P0(5-U) 16.889 222 15-2 P0(5-0) 18.047 223 15-81/. P0(5-0) 19.585 224 15-11% P0(5-0) 19.576 1 7-0 S 44.153 610.48 7 4-0 1(58-61/2) 44.865 250.00 2201 10-0 Spr(-7.000), fd(60-0) 7.000 21.17 2202 10-0 Spr(-7.233), fd(60'-O) 7.233 21.52 2203 10-0 Spr(-7.268), fd(60'-O) 7.268 21.57 2204 10-0 Spr(-7.338), fd(60-0) 7.338 21.67 2205 10-0 Spr(-7.439), fd(60'-O) 7.439 21.82 2206 10-0 Spr(-7.490), fd(60'-O) 7.490 21.89 2207 10-0 Spr(-7.570), fd(60'-O) 7.570 22.01 2208 10-0 Spr(-7.690), fd(60'-O) 7.690 22.18 2209 10-0 Spr(-8.018), fd(60'-O) 8.018 22.65 2210 10-0 Spr(-8.129), fd(60'-O) 8.129 22.81 2211 10-0 Spr(-8.153), fd(60'-O) 8.153 22.84 2212 10,-0 Spr(78.216), fd(60'-0) 8.216 22.93 2213 10,-0 Spr(-8.247), fd(60'-O) 8.247 22.97 2214 10-0 Spr(-8.576), fd(60'-O) 8.576 23.43 2215 10.-0 Spr(-9.363), fd(60'-O) 9.363 24.48 2216 10,-0 Spr(-9.404), fd(60'-a) 9.404 24.53 2 7-0 E(31-4) 44.152 3 17-0 LtE(20'-101/2) 39.737 4 17-0 LtE(29'-6) 39.719 5 17-0 LtE(20-10%) 35.901 6 4-0 LtE(16-7) 44.927 8 4-0 LtE(25-6) 44.819 9 4-0 LtE(18-9) 42.294 10 4-0 LtE(25'-6) 42.244 11 0-6 40.290 201 15-0 P0(5-a) 15.575 202 15-11% P0(5-0) 15.240 203 15-111/. P0(5-0) 15.423 204 15-111/. P0(5-a) 15.696 205 15-2 P0(5-a) 17.304 206 14-81/2 P0(12-3%) 21.077 207 14-81/2 P0(12-3%) 21.199 208 14-81/2 P0(12-3%) 21.364 209 14-81/2 fT(31'-5) 32.764 210 27-71/2 27.832 211 29-21/2 LtE(15'-3), SYS 5 (TOR) 27.471 212 2-11 BV(14'-l), SYS 5 (BOR) 38.985 213 15-0 P0(5-a) 15.071 214 15-111/2 P0(5-a) 14.734 215 15-111/2 P0(5-a) 14.894 216 15-111/2 P0(5-a) 15.124 M.E.P.CAD, Inc. AutoSPRINK 2018 v1 4.4.5.a 4/4/2023 7:43:30AM Page 6 1111 Hydraulic Analysis Job Number: 22-3632-02 Report Description: Remote Area # 2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary - Routel ..... BL 1.0490 21.17 7.86 120 0.144514 7-4 Pf 10.742 2201 201 10-0 15-0 21.17 8 7.000 15.575 Sprinkler, E(2'-O), P0(5-0), fd(60'-O) 67-0 74-4 Pe Pv -2.168 BL 2.1570 21.17 1.86 120 0.004318 10-2 Pt 0.081 201 202 15-0 15'- 11 15.575 15.240 2fE(4'-3'A) 8-71/2 18-9% Pe Pv -0.415 BL 2.1570 43.06 3.78 120 0.016064 11-4% Pt 0.183 202 203 15-111/2 15'-111/2 21.89 15.240 15.423 Flow (q)from Route 6 114h/z Pe Pv BL 2.1570 65.07 5.71 120 0.034481 7-11 Pf 0.273 203 204 15-111% 15'-ll'/z 22.01 15.423 15.696 Flow (q)from Route 7 7-11 Pc Pv BL 2.1570 87.26 7.66 120 0.059330 12-8% Pt 1.265 204 205 15-11% 15-2 22.18 15.696 17.304 Flow (q) from Route 8 2fE(4'-31/2) 8-71/2 214 Pe Pv 0.343 BL 2.1570 110.23 9.68 120 0.091425 13-101/2 Pt 3.574 205 206 15-2 14-81/2 22.97 17.304 21.077 Flow (q) from Route 13 3fE(4'-3%), P0(12-3%) 25-2% 39-1 Pe Pv 0.199 CM 4.2600 219.46 4.94 120 0.011883 10-31/2 Pt 0.122 206 207 14-81/2 14-81/2 109.23 21.077 21.199 Flow (q) from Route 2 10-31/2 Pe Pv CM 4.2600 311.47 7.01 120 0.022711 7-3 Pt 0.165 207 208 14-81/2 14-81/2 92.01 21.199 21.364 Flow (q) from Route 10 7-3 Pe Pv CM 4.2600 360.48 8.11 120 0.029762 285-31/2 Pt 11.399 208 209 14-81/2 14-81/2 49.01 21.364 32.764 Flow (q) from Route 15 5fE(8'-111/2), SFx(-1.576) 44-9 330-1 Pe Pv -0.000 CM 6.3570 360.48 3.64 120 0.004237 102-61/z Pt 0.669 209 210 14-81/2 27-71/2 32.764 27.832 3fE(12'-7), E(17'-7) 55-4 157-10% Pe Pv -5.601 CM 8.2490 360.48 2.16 120 0.001191 169-31/. Pf 0.329 210 211 27-71/2 29-21/2 27.832 27.471 7LtE(15'-3), SYS 5 (TOR) 106-10% 276-2 Pe Pv -0.690 FR 8.2490 360.48 2.16 120 0.001191 25-51/2 Pt 0.110 211 212 29-21/2 2-11 27.471 38.985 CV(52-10), BV(14'-1), SYS 5 (B OR) 66-11% 9241/2 Pe Pv 11.404 CM 8.2490 360.48 2.16 120 0.001191 16-0 Pf 0.253 212 11 2-11 0-6 38.985 40.290 4LtE(15'-3), T(41'-11/2), P0(41-1 %), CV(52'-10) 196-11/2 212-2 Pe Pv 1.052 CM 10.4000 360.48 1.36 140 0.000290 4-6 Pt 0.009 11 10 0-6 4-0 40.290 42.244 LtE(25'-6) 25-6 30-0 Pc Pv 1.945 UG 9.5100 360.48 1.63 150 0.000394 82-61/2 Pt 0.050 10 9 4-0 4-0 42.244 42.294 2EE(12-101/2), LtE(18'-9) 44-6 127-0% Pc Pv CM 10.4000 360.48 1.36 140 0.000290 10-0 Pt 2.525 9 8 4-0 4-0 42.294 44.819 3LtE(25'-6), CV(-2.500) 76-61/2 86-6% Pc Pv UG 9.5100 360.48 1.63 150 0.000394 14-2 Pt 0.046 8 7 4-0 4-0 44.819 44.865 PIV(5'-10), 2LtE(18-9), T(58-61/. 101-10% 116-0 Pc Pv UG 7.7100 610.48 4.20 150 0.002903 5-0 Pt 0.063 7 6 4-0 4-0 250.00 44.865 44.927 LtE(16-7) 16-7 21-7 Pc Pv UG 11.3100 610.48 1.95 150 0.000449 138-0 Pf 0.078 6 5 4-0 17-0 44.927 35.901 EE(15'-l), LtE(20'-101/2) 35-11% 174-0 Pc Pv -9.104 UG 12.4600 610.48 1.61 140 0.000319 12-0 Pt 3.818 5 4 17-0 17-0 35.901 39.719 3LtE(29'-6), BFP(-3.786) 88-5% 100-5% Pc Pv UG 11.3100 610.48 1.95 150 0.000449 19-0 Pt 0.018 4 3 17-0 17-0 39.719 39.737 LtE(20'-101/2) 20-10% 39-10% Pc Pv ,,© M.E.P.CAD, Inc. P11 AutoSPRlNK 2018 v14.4.5.0 4/4/2023 7:43:31AM Page 7 Hydraulic Analysis Job Number: 22-3632-02 Report Description: Remote Area # 2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 11.3100 610.48 1.95 150 0.000449 147-4 Pt 0.080 3 2 17-0 7-0 39.737 44.152 E(31'-4) 31-4 178-8 Pc Pv 4.335 UG 15.9200 610.48 0.98 150 0.000085 10.-0 Pt 0.001 2 1 7-0 7'-O 44.152 44.153 Water Supply 10.-0 Pe Pv 0.00 Hose Allowance At Source 1 610.48 - Route 2 ..... BL 1.0490 21.52 7.99 120 0.148964 2-2 Pt 10.005 2202 213 101-0 15-0 21.52 8 7.233 15.071 Sprinkler, P0(5-U), fd(60'-O) 65-0 67-2 Pe Pv -2.168 BL 2.1570 21.52 1.89 120 0.004450 9-1 Pt 0.079 213 214 15-0 15-111/2 15.071 14.734 2fE(4'-31/.) 8-7% 17'-8 Pe Pv -0.415 BL 2.1570 43.08 3.78 120 0.016079 9-11 Pf 0.159 214 215 15-11% 15-111/2 21.57 14.734 14.894 Flow (q) from Route 3 9-11 Pe Pv BL 2.1570 64.75 5.69 120 0.034170 6-9 Pt 0.231 215 216 15-111/2 16-111/2 21.67 14.894 15.124 Flow (q) from Route 4 6-9 Pe Pv BL 2.1570 86.57 7.60 120 0.058474 13-101/2 Pf 1.315 216 217 16-111/2 15-2 21.82 15.124 16.783 Flow (q) from Route 5 2fE(4'-31/2) 8-7% 22-6 Pe Pv 0.343 BL 2.1570 109.23 9.59 120 0.089889 13-10'!. Pt 4.067 217 218 15-2 14-81/2 22.65 16.783 21.049 Flow (q) from Route 9 2fE(4'-31/2), tT(10'-5%), P0(12-3 31'-4'/. 16-3 Pe Pv 0.199 CM 4.2600 109.23 2.46 120 0.003268 8-8 Pt 0.028 218 206 14-81/2 14-81/2 21.049 21.077 8-8 Pe Pv Route ..... BL 1.0490 21.57 8.01 120 0.149621 2'-2 Pt 10.050 2203 214 10-0 15-111/2 21.57 8 7.268 14.734 Sprinkler, P0(5-U), fd(60'-O) 65-0 67-2 Pc Pv -2.583 =. ..... Route 4 ..... BL 1.0490 21.67 8.04 120 0.150953 1 2'-2 Pt 10.139 2204 215 10-0 15-11% 21.67 8 7.338 14.894 Sprinkler, P0(5-U), fd(60'-U) 65-0 67'-2 Pc Pv -2.583 - Route 5 ..... BL 1.0490 21.82 8.10 120 0.152879 2-2 Pt 10.268 2205 216 10-0 15-111/2 21.82 8 7.439 15.124 Sprinkler, P0(5-U), fd(60'-O) 65-0 67'-2 Pc Pv -2.583 =. ..... Route 6 ..... BL 1.0490 21.89 8.13 120 0.153846 2-2 Pt 10.333 2206 202 101-0 15-111/2 21.89 8 7.490 15.240 Sprinkler, P0(5-U), fd(60'-O) 65-U 67'-2 Pc Pv -2.583 Route ..... BL 1.0490 22.01 8.17 120 0.155370 2'-2 Pt 10.436 2207 203 101-0 15-11% 22.01 8 7.570 15.423 Sprinkler, P0(5-0), fd(60'-U) 65-0 67'-2 Pc Pv -2.583 -Route 8 ..... BL 1.0490 22.18 8.24 120 0.157646 2'-2 Pt 10.589 2208 204 10-0 15-111/2 22.18 8 7.690 15.696 Sprinkler, P0(5-U), fd(60'-O) 65-0 67'-2 Pc Pv -2.583 -. ..... Route 9 ..... BL 1.0490 22.65 8.41 120 0.163845 2-2 Pt 11.005 2209 217 10-0 15-2 22.65 8 8.018 16.783 Sprinkler, P0(5-U), fd(60'-U) 65-0 67'-2 Pc Pv -2.240 - RoutelO ..... BL 1.0490 22.81 8.47 120 0.165941 2'-2 Pt 11.146 2210 219 101-0 15111/2 22.81 8 8.129 16.691 Sprinkler, PO(5'-0);td(60'-0) 65-0 67'-2 Pc Pv -2.583 BL 2.1570 22.81 2.00 120 0.004958 11-4% Pt 0.056 219 220 15-111/2 15-111/2 16.691 16.748 114% Pc Pv © M.E.P.CAD, Inc. 1AutoSPRlNK 2018 04.4.5.0 4/4/2023 7:43:31AM Paae 8 111 Hydraulic Analysis Job Number: 22-3632-02 Report Description: Remote Area # 2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 45.65 4.01 120 0.017898 7-11 Pf 0.142 220 221 15-111/2 15-lV/z 22.84 16.748 16.889 Flow (q)from Route 11 7-11 Pe Pv BL 2.1570 68.58 6.02 120 0.038001 12-10 Pf 0.815 221 222 15-11% 15-2 22.93 16.889 18.047 Flow (q) from Route 12 2fE(4'-31/2) 8-7% 21-5% Pe Pv 0.343 BL 2.1570 92.01 8.08 120 0.065448 13-9 Pf 2.953 222 207 15-2 14-81/2 23.43 18.047 21.199 Flow (q) from Route 14 2fE(4'-31/2),fT(10'-51/2), P0(12-3 314% 45-1% Pe Pv 0.199 Route 11 ..... BL 1.0490 22.84 8.48 120 0.166410 2-2 Pf 11.177 2211 220 10-0 15-111/2 22.84 8 8.153 16.748 Sprinkler, P0(5-0), fd(60'-O) 65-0 67'-2 Pe Pv -2.583 Route 12 ..... BL 1.0490 22.93 8.51 120 0.167590 2-2 Pf 11.256 2212 221 10-0 15-111/2 22.93 8 8.216 16.889 Sprinkler, P0(5-0), fd(60'-O) 65-0 67'-2 Pe Pv -2.583 Route 13 ..... BL 1.0490 22.97 8.53 120 0.168185 2'-2 Pf 11.296 2213 205 10-0 15-2 22.97 8 8.247 17.304 Sprinkler, P0(5-0), fd(60'-O) 65-0 67'-2 Pe Pv -2.240 =. ..... Route 14 ..... BL 1.0490 23.43 8.70 120 0.174367 2'-2 Pf 11.712 2214 222 10-0 15-2 23.43 8 8.576 18.047 Sprinkler, P0(5-0), fd(60'-O) 65-0 67'-2 Pc Pv -2.240 = ..... Route 15 ..... BL 1.0490 24.48 9.09 120 0.189128 2'-2 Pf 12.703 2215 223 10-0 15-81/2 24.48 8 9.363 19.585 Sprinkler, P0(5-0), fd(60'-O) 65-0 67'-2 Pc Pv -2.481 BL 2.1570 24.48 2.15 120 0.005650 12-1% Pf 0.093 223 224 15-8% 15-111/2 19.585 19.576 2fEE(2'-21/2) 4-5 16-6 Pc Pv -0.102 BL 2.1570 49.01 4.30 120 0.020411 38-31/2 Pf 1.246 224 208 15-111/2 14-8% 24.53 19.576 21.364 Flow (q)from Route 16 fT(10-51/2), P0(12-31/2) 22-9 61-0% Pe Pv 0.542 Route 16 ..... BL 1.0490 24.53 9.11 120 0.189901 2'-2 Pf 12.755 2216 224 10-0 15-111/2 2(53 8 9.404 19.576 Sprinkler, P0(5-0), fd(60'-O) 65-0 67'-2 Pc Pv -2.583 Equivalent Pipe Lengths of Valves and Fittings (C"120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 487 ) = Factor C Value Multiplier Value Of 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 4/4/2023 7:43:31AM Page 9 ~JjNjHydrauflc Analysis Job Number: 22-3632-02 eport uescription: Remote Area # 2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cap . © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 4/4/2023 7:43:31AM Page 10 1111Check Point Gauge Data Job Number: 22-3632-02 Report Description: Remote Area # 2 Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) SYS 3 (BOR) 0.000 0 0.00 125.491 4-1Y SYS 3 (TOR) 0.000 0 0.00 113.967 30-81/2 SYS 4 (BOR) 39.005 0 0.00 126.022 2-11 SYS 4 (TOR) 27.204 0 0.00 114.220 30-1% SYS 5 (BOR) 38.985 57.73 360.48 126.022 2-11 SYS 5 (TOR) 27.471 68.78 360.48 114.617 29-21/2 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 4/4/2023 7:43:33AM Page 11 Riser Job MILLIPORE SIGMA (T-l) 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3632-02 Ordinary Group I 457 16 8 0 0.150gpm/ft2 0.235g pm/ft2 1500.002 (Actual 1535.96ft2) Demand At Base Of Riser (SYS 5 (BOR)) Total Demand Flow(gpm): 360.48 Pressure(psi): 38.985 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): 610.48 Total Demand Pressure(psi): 44.153 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:43:34AM Page 12 Riser Job MILLIPORE SIGMA (1-I) 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Design Basis I Occupancy: I Total Sprinklers: Number Of Sprinklers Calculated: I K-Factor: I Orifice Size: Design Density: 1 Average Density: Area of Application: Job Number: 22-3632-02 Ordinary Group I 457 16 8 0 0.150gpm/ft2 0.235gpm/ft2 1500.00ft2 (Actual 1535.96ft2) Demand At Base Of Riser (SYS 4 (BOR)) I Total Demand Flow(gpm): 0.00 I Pressure(psi): 39.005 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): 610.48 Total Demand Pressure(psi): 44.153 1A,©M.E.P.CAD, Inc. jAutoSPRINK2018v14.4.5.0 4/4/2023 7:43:34AM Page 13 liRiser Tag I Job MILLIPORE SIGMA (1-I) 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3632-02 Ordinary Group I 457 16 8 0 0.150gpm/ft2 0. 235g p rn/ft2 1500.001t2 (Actual 1535.96ft2) Demand At Base Of Riser (SYS 3 (BOR)) Total Demand Flow(gpm): 0.00 Pressure(psi): 0.000 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): 610.48 Total Demand Pressure(psi): 44.153 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:43:34AM Page 14 1111 Hydraulic Overview 71 Job Number: 22-3632-02 Report Description: Remote Area # 3 Job Job Numbe, Design Engineer 22-3632-02 Samuel Vernola Job Name: MILLIPORE SIGMA (T-I) Phone (858) 513-4949 Address 1 2827 Whiptail Loop Stale Corfirlcade,riLlcense Number C-16-588039 Address 2 Carlsbad, CA 92010 AHJ City of Carlsbad AddresS 3 209-210-26 Job Sitelbuilding 2827 Whiptail Loop System Dafluty Areo ol App lication 0.150gpm/ft2 1500.00ft2 (Actual 1280.78ft2) Most Demanding Sprinkler Data Rose bOsoms 5.6 K-Factor 19.50 at 12.125 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 10 Sontam Preseor, Oemend Snetern Floe N- 40.546 451.72 Total Demend 451.72 @40.546 Pressure Result +89.412(68.8%) Supplies Check Point Gauges Node Name Flowlanml Hose Flow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(pm) 1 Water Supply 2500.00 130.000 129.000 SYS 4 (TOR) 23.462 0 0.00 SYS 5 (TOR) 27.471 0 0.00 SYS 5 (BOR) 38.985 0 0.00 SYS 4 (BOR) 35.264 0 0.00 SYS 3 (BOR) 34.717 34.24 201.72 SYS 3 (TOR) 23.176 41.9 201.72 FORI REFERENCE ONLY 22-3632-02_FPX_Lvl 1_SCHIO_40_V18.cad Water Supply at Node 1(2500.00, 0.00, 130.000, 129.000) 150- 135 Itatic Pressure 130_000 500.0O © 129.000 " 120 05 90 ;J-... . ......... 75 - 60- 5 451.72 @ 40.54a 30- -- ____ System demand curve 15- 0- I '111111 1111111 11111111 .I.j.I.I.I.J.J.J l_J_t1i..j.j._L_j I I I I I I I I H 111111 I II 5000 3000 4000 2500 3500 4500 Water flow, gpm , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 4/4/2023 7:55:45AM Page 1 1111 Hydraulic Summary Job Number: 22-3632-02 o,,.-. o........,... n.., an Job JOE Number Design Engineer 22-3632-02 Samuel Vernola Job IN MILLIPORE SIGMA (1-I) State CertigoatiotULicense Number C-16-588039 Address t 2827 Whiptail Loop AHJ City of Carlsbad Add—s 2 Job Site/Building Carlsbad, CA 92010 2827 Whiptail Loop Address 3 Drawing Neme 209-210-26 22-3632-02_FPX_Lvl 1_SCH 10_40_V18.cad System Remote Area(s) Most Demanding Oprinkuen Data OCCUPOOcY Job Sot/to 5.6 K-Factor 19.50 at 12.125 t- tosenuioueonoeAtooutos Ordinary Group I Density dseaOrApplication 0.00 0.150gpm/ft2 1500.00ft° (Actual 1280.781te) Addigonai Coos Suppflax Number OlgptinkiersCatcuioted Coverage Per Sptin/iior Node Flow(ppm) 10 130.00ft2 Hose At Node 7 250.00 AutePeak Reeutta: Pressure For Rarnotwd,aa/,/ Adjacent To Most gemtaedeee Right: 40.546 Total Has, Surnam, 250.00 System Flow Demand Total Water Raquired(Including Hose Uliowanow) 451.72 451.72 Maximum Pressure utnbaieroe in Loops 0.000 Maximum veixAtydbose Grsuod 17.71 between nodes 305 and 304 Maximum Velocity Under Ground 3.10 between nodes 6 and 7 • . - Volume capacity or Wet Pipes Ve/uma capacity of Dry Pipes 6690.25ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 130.000 129.000 I 2500.00 129.958 451.72 40.546 89.412 Contractor ContraCtor Number 22-3632-02 Coetaot Name Samuel Vernola Con/dot 1/ge Designer N.M. orConcactor Western Fire Protection - Phone (858) 513-4949 Extension 1312 Address 1 13630 Danielson St. . Fy05 Ad dress 2 San Diego, CA 92064 E-mail svernola@westernfireprotection.com Address 3 Web/Bits https://westemfireprotection.com , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:55:47AM Page 2 dhydraulic Graph Job Number: 22-3632-02 Renort Descrintion: Remote Aree # 3 Water Supply at Node I 150- 135--- Static Pressure 130.000 - 50000 129.000 120- 105--- go— CL - 0) (0 5) 0 60--- 45 451.72@ 40546 30- System demand curve 15— JJLLLIJLIJ.1J.l.l.IIIIIIIII IlliliHi 111111111 111111111 111111111 1 11111 1 1 I 111111 0— soo 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Flydrallliv Graph Water Supply at Node 1 Sleds: Pressure 130.000 Residual: Pressure 129.000 @ 2500.00 AvaIlable Pressure at Time of Test 129.958 @451.72 Srslee Demand 40.546 @451.72 System Demand Invodre Hoseplsimerlva at Seams) 40.546 @ 451.72 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:55:49AM Page 3 ~JJJJHydrauflc Graph Job Number: 22-3632-02 SYS 3 (BOR) 150- 135--- -Static Pressure 130.000 250090 129.000 120- 105--- CL 60--- 45 01 .72 34.717 30— S stem demand curve 15- 0— ____ MiIiHiI 1111(1111 111111111 111111111 111111111 II I I I 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraulic Grapl, SYS 3 (BOR) State: Pleasure N/A Realduat: Pressure - N/A Available Pressure at lime of lest N/A 34.717 @201.72 SySte,s Oeorerd (Irdudirs Haee*llreerr. Cl Sourest 34.717@ N/A , © M.E.P.CAD, Inc. §1 AutoSPRINK 2018 04.4.5.0 4/4/2023 7:55:49AM Page 4 ISummary Of Outfiowing Devices Job Number: 22-3632-02 Report Description: Remote Area # 3 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 40.860 c Sprinkler 3201 19.50 19.50 5.6 12.125 Sprinkler 3202 19.58 19.50 5.6 12.231 Sprinkler 3203 20.08 19.50 5.6 12.854 Sprinkler 3204 20.12 19.50 5.6 12.910 Sprinkler 3205 20.15 19.50 5.6 12.952 Sprinkler 3206 20.20 19.50 5.6 13.005 Sprinkler 3207 20.31 19.50 5.6 13.155 Sprinkler 3208 20.35 19.50 5.6 13.201 Sprinkler 3209 20.58 19.50 5.6 13.505 Sprinkler 3210 20.85 19.50 5.6 13.869 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 4/4/2023 7:55:56AM Page 5 111114ode Analysis Job Number: 22-3632-02 Node Elevation(Foot) Fithngs Pressure(psi) Discharge(gpm) 1 7-0 S 40.546 451.72 7 4-0 T(58-6Y2) 40.860 250.00 3201 12-8 Spr(-12.125) 12.125 19.50 3202 12-8 Spr(-12.231) 12.231 19.58 3203 12-8 Spr(-12.854) 12.854 20.08 3204 16-2 Spr(-12.910) 12.910 20.12 3205 16-2 Spr(-12.952) 12.952 2015 3206 16-2 Spr(-13.005) 13.005 20.20 3207 16-2 Spr(-13.155) 13.155 20.31 3208 12-8 Spr(-13.201) 13.201 20.35 3209 12-8 Spr(-13.505) 13.505 20.58 3210 12-8 Spr(-13.869) 13.869 20.85 2 7-0 E(31'-4) 40.546 3 17-0 LtE(20-101/.) 36.165 4 17-0 LtE(29-6) 36.154 5 17-0 LtE(20-101h) 31.836 6 4-0 LtE(16-7) 40.896 8 4-0 LtE(25-6) 40.844 9 4-0 LtE(18-9) 38.335 10 4-0 LtE(25-6) 38.318 11 0-6 36.370 301 12-8 P0(5-0) 14.364 302 12-8 P0(5-0) 14.412 303 12-8 P0(5-0) 14.798 304 13-71/2 fT(10-5%) 16.677 305 29-11 1(11-1) 23.099 306 32'-3'/2 E(17-7) 22.324 307 30-8'/2 LtE(15-3), SYS 3 (TOR) 23.176 308 4-11/2 BV(14-1), SYS 3 (BOR) 34.717 309 16-2 P0(5-0) 14.350 310 16-2 P0(5-0) 13.771 311 16-2 P0(5-0) 13.828 312 16-2 1 P0(5-0) 14.055 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:55:57AM Page 6 1111Hydraulic Analysis Job Number: 22-3632-02 Pannrt flncrrintinn Pnmnta 4ra2 It S Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route l ..... BL 1.0490 19.50 7.24 120 0.124177 11-0% Pf 2.239 3201 301 12-8 12-8 19.50 5.6 12.125 14.364 Sprinkler, E(2'-O), P0(5-0) 7-0 18'0% Pe Pv BL 2.1570 39.08 3.43 120 0.013428 3-7 Pt 0.048 301 302 12-8 12-8 19.58 14.364 14.412 Flow (q) from Route 2 3-7 Pe Pv BL 2.1570 79.74 7.00 120 0.050224 7-8% Pt 0.386 302 303 12-8 12-8 20.08 + 20.58 14.412 14.798 Flow (q) from Route 3 and 9 7-8% Pe Pv BL 2.1570 120.94 10.62 120 0.108536 6-4% Pf 2.294 303 304 12-8 13-7% 20.35 + 20.85 14.798 16.677 Flow (q) from Route 8 and 10 fE(4-3%), fl(10'-5%) 14-9 21-1% Pe Pv -0.415 BL 2.1570 201.72 17.71 120 0.279641 28-6 Pt 13.480 304 305 13-71/2 29-11 80.78 16.677 23.099 Flow (q)from Route 4 2fE(4'-3%), T(11'-1) 19-81/2 48-2% Pc Pv -7.058 CM 6.3570 201.72 2.04 120 0.001447 131-11% Pt 0.267 305 306 29-11 32-31/2 23.099 22.324 3E(17'-7) 52-9% 184-9 Pe Pv -1.042 CM 8.2490 201.72 1.21 120 0.000407 322-61/2 Pf 0.163 306 307 32-3% 30-8% 22.324 23.176 . EE(10'-7), E(21'-11/2), 3LtE(15'-3) SYS 3 (TOR) 77-6 400-0% Pc Pv 0.689 FR 8.2490 201.72 1.21 120 0.000407 26-4 Pt 0.016 307 308 30-8% 4-1% 23.176 34.717 BV(14'-l), SYS 3 (BOR) 14-1 40-5 Pc Pv 11.524 CM 8.2490 201.72 1.21 120 0.000407 8-41/2 Pf 0.071 308 11 4-1% 0-6 34.717 36.370 1(41-11/2), P0(41-1%), 2LtE(15'- 3), CV(52'-10) 165-7% 173-11% Pc Pv 1.583 CM 10.4000 201.72 0.76 140 0.000099 4-6 Pf 0.003 11 10 0-6 4-0 36.370 38.318 LtE(25'-6) 25-6 30-0 Pc Pv 1.945 UG 9.5100 201.72 0.91 150 0.000135 82-6% Pf 0.017 10 9 4-0 4-0 38.318 38.335 2EE(12'-lO%), LtE(18'-9) 44-6 127-0% Pc Pv CM 10.4000 201.72 0.76 140 0.000099 10-0 Pt 2.509 9 8 4-0 4-0 38.335 40.844 3LtE(25-6), CV(-2.500) 76-61/2 86-6% Pc Pv UG 9.5100 201.72 0.91 150 0.000135 14-2 Pt 0.016 8 7 4-0 4-0 40.844 40.860 PIV(5'-10), 2LtE(18'-9), T(58-61/2 101-10% 116-0 Pc Pv UG 7.7100 451.72 3.10 150 0.001663 5-0 Pt 0.036 7 6 4-0 -4-0 250.00 40.860 40.896 LtE(16'-7) 16-7 21-7 Pc Pv UG 11.3100 451.72 1.44 150 0.000257 138-0 Pt 0.045 6 5 4-0 17-0 40.896 31.836 EE(15'-l), LtE(20'-101/2) 35-11% 174-0 Pc Pv -9.104 UG 12.4600 . 451.72 1.19 140 0.000182 12-0 Pt 4.318 5 4 17-0 17-0 31.836 36.154 3LtE(29'-6), BFP(-4.300) 88-51/2 100-51/2 Pc Pv UG 11.3100 451.72 1.44 150 0.000257 19-0 Pt 0.010 4 3 17-0 17-0 36.154 36.165 LtE(20'-101/2) 20-10% 39-10% Pc Pv UG 11.3100 451.72 1.44 150 0.000257 147-4 Pt 0.046 3 2 17-0 7-0 36.165 40.546 E(31'-4) 31-4 178-8 Pc Pv 4.335 UG 15.9200 451.72 0.73 150 0.000049 10-0 Pt 0.000 2 1 7-0 7'O 40.546 40.546 Water Supply 10-0 Pc Pv 0.00 Hose Allowance At Source 1 451.72 Route ..... BL 1.0490 19.58 7.27 120 0.125174 10-0% 2.133 3202 301 12-8 12-8 19.58 5.6 12.231 14.364 Sprinkler, E(2-0), P0(5-0) 7-0 17-0% ~Pf Pc Pv . © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 7:55:58AM Page 7 I I I I I I I I I I I I I I I I I I I 1111Hydraulic Analysis :1 Job Number: 22-3632-02 Rnnrt fl,.ir,tisn Pipe Type Diameter Flow Velocity HWC Friction Loss Length - Pressure - Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route ..... BL 1.0490 20.08 7.45 120 0.131063 6-10% Pf 1.558 3203 302 12-8 12-8 20.08 5.6 12.854 14.412 Sprinkler, P0(5-O) 5-0 11'-lO% Pe Pv =. ..... Route 4 ..... BL 1.0490 20.12 7.47 120 0.131590 3'-i1'/ Pf 1.440 3204 309 16-2 16-2 20.12 5.6 12.910 14.350 Sprinkler, E(2'-O), P0(5-0) 7-0 10-11% Pe Pv BL 2.1570 80.78 7.09 120 0.051442 4-9 Pt 1.225 309 304 16-2 13-71/2 60.66 14.350 16.677 Flow (q)from Route 5 2fE(4'-3%), fT(10'-5%) 19-1 23-10 Pc Pv 1.102 =. ..... Route 5 ..... BL 1.0490 20.15 7.48 120 0.131987 1-2% Pf 0.819 3205 310 16-2 16-2 20.15 5.6 12.952 13.771 Sprinkler, P0(5-0) 5-0 6-2% Pc Pv BL 2.1570 20.15 1.77 120 0.003943 14-4 Pt 0.057 310 311 16-2 16-2 13.771 13.828 14-4 Pc Pv BL 2.1570 40.35 3.54 120 0.014243 11-7% Pt 0.227 311 312 16-2 16-2 20.20 13.828 14.055 Flow (q) from Route 6 fE(4'31/2) 4-31/2 15-111/2 Pc Pv BL 2.1570 60.66 5.33 120 0.030281 9-9 Pt 0.295 312 309 16-2 16-2 20.31 14.055 14.350 Flow (q) from Route 7 9-9 Pc Pv - Route 6 ..... BL 1 1.0490 20.20 7.50 120 0.132491 1-2% Pf 0.823 3206 311 16-2 16-2 20.20 5.6 13.005 13.828 Sprinkler, po(5'o) 5-0 6-2% Pc Pv Route ..... BL 1.0490 20.31 7.54 120 0.133897 1-8% Pt 0.900 3207 312 16-2 16-2 20.31 5.6 13.155 14.055 Sprinkler, P0(5-0) 5-0 6-8% Pc Pv Route ..... BL 1.0490 20.35 7.55 120 0.134336 6-10% Pt 1.597 3208 303 12-8 12-8 20.35 5.6 13.201 14.798 Sprinkler, P0(5-0) 5-0 111 10% Pc Pv =. ..... Route 9 ..... BL 1.0490 20.58 7.64 120 , 0.137191 1-7% Pt 0.907 3209 302 12-8 12-8 20.58 5.6 13.505 14.412 Sprinkler, P0(5-0) 5-0 6-7% Pc Pv Route 10 ..... BL 1.0490 20.85 7.74 120 0.140605 1-7% Pt 0.930 3210 303 12-8 12-8 20.85 5.6 13.869 14.798 Sprinkler, P0(5-0) 5-0 6-71 Pc Pv lEquivalent Pipe Lengths of Valves and Fittings (C120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 , © M.E.P.CAD, Inc. Pjj AutoSPRINK 2018 04.4.5.0 4/4/2023 7:55:58AM Page 8 ~fly jl-lydraulic Analysis I Job Number: 22-3632-02 ULmI eport uescrlpuon: <emote Area if i Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow, Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90 FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90 Elbow UG Underground Pf Pressure loss due to friction between points EE 45 Elbow Pe Pressure due to elevation difference between indicated Eel 11%* Elbow points Ee2 22'/ Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90 FireLock(TM) Elbow fEE 45 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao ® M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 4/4/2023 7:55:58AM Page 9 I I I I I I I ICheck Point Gauge Data Job Number: 22-3632-02 Rennrt flpsrrintinn PnmntA Amn It q Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) SYS 3 (BOR) 34.717 3424 201.72 125.491 4-1Y SYS 3 (TOR) 23.176 41.9 201.72 113.967 30'-8'h SYS 4(BOR) 35.264 0 0.00 126.022 2-11 SYS 4 (TOR) 23.462 0 0.00 114.220 30-1'/2 SYS 5 (BOR) 38.985 0 0.00 126.022 2-11 SYS 5 (TOR) 27.471 0 0.00 114.617 29-2'/2 [,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 4/4/2023 7:56:00AM Page 10 111RIserTag Job MILLIPORE SIGMA (1-I) 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3632-02 Ordinary Group I 457 10 5.6 0 0.150gpm/ft2 0.158gpm/ft2 1500.00ft2 (Actual 1280.78ft2) Demand At Base Of Riser (SYS 5 (BOR)) Total Demand Flow(gpm): 0.00 Pressure(psi): 38.985 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): 451.72 Total Demand Pressure(psi): 40.546 1,© M.E.PCAD, Inc. jAutoSPRINK 2018 v14.4.5.0 4/4/2023 7:56:01AM Page 11 Riser Job MILLIPORE SIGMA (1-I) 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3632-02 Ordinary Group I 457 10 5.6 0 0.150gpm/ft2 0.158gpm/ft2 1500.00ft2 (Actual 1280.781t2) Demand At Base Of Riser (SYS 4 (BOR)) Total Demand Flow(gpm): 0.00 Pressure(psi): 35.264 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): 451.72- Total Demand Pressure(psi): 40.546 1,© M.E.P.CAD, Inc. AutoSPRINK 2018 v1445.0 4/4/2023 7:56:01AM Page 12 1111 Riser Tag I UML3 Job MILLIPORE SIGMA (T-l) 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3632-02 Ordinary Group I 457 10 5.6 0 0.150gpm/ft2 0.158gpm/ft2 1500.00ft2 (Actual 1280.78ft2) Demand At Base Of Riser (SYS 3 (BOR)) Total Demand Flow(gpm): 201.72 Pressure(psi): 34.717 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): 451.72 Total Demand Pressure(psi): 40.546 I f, © M.E.P.CAD, Inc. Lill AutoSPRINK 2018 v14.4.5.0 4/4/2023 7:56:01AM Page 13 ~111114ydraulic Overview Job Number: 22-3632-02 Pesnnrt flesermrintinn Ptaemrnfes Aresre tr A Job Jab Number 22-3632-02 Design Engineer Samuel Vernola Job Name: MILLIPORE SIGMA (1-I) Phone (858) 513-4949 ronc Address 1 2827 Whiptail loop State Ce,gfipalloslLlreneo Number C-16-588039 Address 2 Carlsbad, CA 92010 Abe City of Carlsbad Address 3 Jab Site/Building 209-210-26 2827 Whiptail Loop System Density Area Ol App libation 0.200gpm/ft2 1500.00f12 (Actual 397.60ft2) MoO Demanding Sprinkler Data Hose Streams 5.6 K-Factor 26.00 at 21.556 250.00 Coeerage Per Spdnkier Number Of bprirHers Catcutated 130.00ft 7 Systee Pressure Sanrend SnoSm more Demend 49.368 438.89 Total Demand 438.89 @49.368 Pressure Result +80.592 (62.0%) Supplies Check Point Gauges Node Name Flow(ppm) Hose Flow(m)m) Static(usit Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ppm) 1 Water Supply 2500.00 130.000 129.000 SYS 4 (BOR) 43.993 28.48 188.89 SYS 4 (TOR) 32.157 33.31 188.89 22-3632-02_FPX_Lvt 2SCFI1040_V18.cad Water Supply at Node 1(2500.00, 0.00, 130.000, 129.000) 150- 135IS'a ttic pressure 130.00P 500.00 @ 129.000-- 120 Ce 60 :Irn de and w e 15. LLL _- 0 - r 'Bill 111111' .LLJ.LLL' . LWJ ' LLLU. IU '. U.UJ.LU I_1111I 111111111 5000 80P5o000 3000 4000 2500 3500 4500 Water flOWr gpm f,, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 10:40:26AM Page 1 1111 HydrauIic Summary Job Number: 22-3632-02 Report Descriotion: Remote Area # 4 Job Job Number 22-3632-02 Dobgr Engineer Samuel Vernola Job Name: MILLIPORE SIGMA (T-1) State Certlltcatiorticonse Number C-16-588039 Address t 2827 Whiptail loop AHi City of Carlsbad Address 2 Carlsbad, CA 92010 Job gltelgulldlng 2827 Whiptail Loop Addrass3 209-210-26 oraayrg Nerea 22-3632-02_FPX_Lvl 2_SCH 10_40_V18.cad System Remote Area(s) Moat Demanding Sprinkler Data 5.6 K-Factor 26.00 at 21.556 Occupancy Ordinary Group II Job SutSe How PJtors,sraeAt Source 0.00 Density 0.200gpm/ft2 flea of Application 1500.00ft° (Actual 397.60fta) Additional HON. Supplies Node Hose At Node 7 Flow(pm) 250.00 Number Of Spttrbters Calculated 7 Coverage Per Sp,trkter 130.00ft2 cutoPeak Results: Preoerum Far msreotaArea(e) Adjacent To Most Remote Area Total Hero Streams 250.00 System Flow Demand 438.89 Total Water Required (lrdudirg Rose Aoowarns) 438.89 Maoimum Preeeure Unbalance Ir Loops 0.000 Macovum Velocity Oboe, Ground 9.65 between nodes 401 and 4001 Macmum Velocity Under Grourd 3.02 between nodes 6 and 7 Volume capacity of Wet Pipes 7769.36ga1 Volume capacity at Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand si @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 130.000 129.000 2500.00 129.960 438.89 49.368 80.592 Contractor Conceder Number 22-3632-02 Coarser Name Samuel Vernola Cortact He Designer Name otCoctractoc Western Fire Protection Phone (858) 513-4949 Eorenalsn 1312 Address I 13630 Danielson St. FAX Address 2 San Diego, CA 92064 Enroll svernola@westemfIreprotection.com Address 3 Web-Site https://westernfireprotection.com , © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 4/4/2023 10:40:28AM Page 2 MRIHydraulic Graph Job Number: 22-3632-02 Water Supply at Node I 150- 135--- --Static Pressure 130.000 50000 Q 129.000 120- 105--- 9 CL (H I 75 Cl) Cl) a) 0 60— 438.89 c 49.368 30 ystem demand 1111111111 curve- 15 0 .I.!.t.t.J.i..l.L'IIIIIII! 11111111 111111111 111111111 liii! II 111111 I I I I I I I I I I %00 1000 1500 2000 2500 3000 3500 4000 5000 4500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Slays P--- 130.000 Residual: Pressure - 129.000 @2500.00 Acailable Pressure at rIme 0( 1051 129.960 @438.89 Sr- 000rara 49.368 @438.89 Syslas, D.e,55d laid_a H5saMceeoca Cl Source) 49.368 @438.89 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 10:40:30AM Page 3 1111 Hydrau1ic Graph Job Number: 22-3632-02 Rannrt flararrintinn Pnmnta Aruaca if A SYS 4 (BOR) 150- 135--- -Static Pressure 130.000 - 50000 129.000 120- 105 90 CL Cl) J75 60--- 45-1 8.8 @ 43 30 stem demand curve o- Ljj.Jj_jj_J IlIIIIH P1111111 III II III 11111 I I I I I I I I I I I I I I I I I I I I I %00 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraulic Graph SYS 4 (BOR) Static: Pressure N/A Residual: Pressure N/A Acailabla Praasura at lime of Teat - N/A System Rotrard 43.993 @ 188.89 43.993@N/A (, © M.E.P.CADr Inc. Rjj AutoSPRINK 2018 v14.4.5.0 4/4/2023 10:40:30AM Page 4 ISummary Of Outfiowing Devices Job Number: 22-3632-02 P. —f n.— Mi— D,,..A A. 4 A Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 49.614 c Sprinkler 4001 26.00 26.00 5.6 21.556 Sprinkler 4002 26.39 26.00 5.6 22.210 Sprinkler 4003 27.37 26.00 5.6 23.880 Sprinkler 4004 27.48 26.00 5.6 24.082 Sprinkler 4005 27.76 26.00 5.6 24.581 Sprinkler 4006 26.48 26.00 5.6 22.356 Sprinkler 4007 27.41 26.00 5.6 23.960 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 10:40:38AM Page 5 111INode Analysis Job Number: 22-3632-02 Reoort Descrintion: Remote Area # 4 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 7-0 S 49.368 438.89 7 4-0 T(58'-6%) 49.614 250.00 4001 25-11 Spr(-21.556) 21.556 26.00 4002 25-11 _S -22,210) 22.210 26.39 4003 27-51/2 Spr(-23.880) 23.880 27.37 4004 27-5% Spr(-24.082) 24.082 27.48 4005 27-51/2 Spr(-24.581) 24.581 27.76 4006 26-2 Spr(-22.356) 22.356 26.48 4007 27'-5'/2 Spr(-23.960) 23.960 27.41 2 7-0 E(31'-4) 49.368 3 17-0 LtE(20-101/2) 44.989 4 17-0 LtE(29-6) 44.979 5 17-0 LtE(20-10%) 40.587 6 4-0 LtE(16-7) 49.648 8 4-0 LtE(25'-6) 49.600 9 4-0 LtE(18-9) 47.093 10 4-0 LtE(25-6) 47.078 11 0-6 45.130 113 30-1 1(11-1) 32.019 114 31_51/2 T(37-8%) 31.433 115 30'-1'/2 LtE(15-3), SYS 4 (TOR) 32.157 116 2-11 BV(14'-l), SYS 4 (BOR) 43.993 401 25-11 E(2-0) 22.129 402 25-11 fr(10-5%) 22.607 403 27-51/2 _IT (10-5%), C(1 2'-3Y2) 23.854 404 34-9 fT(10-5%) 28.576 405 32-6 P0(12-3%) 30.938 406 32-10 P0(12-3%) 30.787 407 32-11 P0(12-3%) 30.769 408 32-8 P0(12-31/2) 30.881 409 32-41/. P0(12-31/2) 30.993 410 32-11/2 P0(12-3%) 31.105 411 31-10% P0(12-31/2) 31.218 412 31-71/2 P0(12-3%) 31.332 413 29-10 LtE(11-4) 32.153 414 33-71/2 1(12-3%) 29.862 415 31-41/2 P0(12-3%) 31.457 416 31-4% P0(12-3%) 31.368 417 31-71/2 P0(12-3%) 31.261 418 31-11/2 P0(12-3%) 31.483 419 30-10% P0(12-31/2) 31.596 420 30-71/2 P0(12-31/2) 31.708 421 30-4'/ P0(12-3%) 31.818 422 30-1% P0(12-31/2) 31.928 423 29-101/2 P0(7-5) 32.048 424 29-7 P0(7-5) 32.179 425 29-3 P0(7-5) 32.309 426 28-111/2 P0(26-4) 32.440 427 28-8 P0(26-4) 32.570 428 30-11 T(7-5) 31.659 429 28-8 P0(7-5) 32.637 430 28-11% P0(7-5) 32.506 431 29-3 P0(7-5) 32.376 432 29-7 P0(7-5) 32.246 433 29-101/2 P0(7-5) 32.116 434 30-1 1(37-81/.) 32.030 435 30-1% P0(12-3%) 31.997 436 3041/2 P0(12-3%) 31.888 437 30-71/2 P0(12-31/,) 31.780 438 30-101/2 P0(12-31/2) 31.672 439 31-11/2 P0(12-3%) 31.564 440 31-10 1(7-5) 31.268 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 10:40:39AM Page 6 1111 Node Analysis I Job Number: 22-3632-02 D....... n......:.,:,...... n.._._.. n --- a Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 441 32-6 P0(12-3%) 30.890 442 32-1 V2 P0(12-31/2) 31.045 443 32-1% P0(12-31/2) 31.092 444 31-101/2 P0(12-31/2) 31.153 445 32-10 P0(12-3%) 30.738 446 32-11 P0(12-31/2) 30.718 447 31-9% P0(12-31/2) 31.200 448 31-5 P0(26-4) 31.355 449 31-5 P0(12-3%) 31.398 450 31-11% 1(37-8%) 31.169 451 31-1 P0(26-4) 31.510 452 31-1 P0(12-31/2) 31.551 453 29-7 P0(7-5) 32.244 454 31-10 1(7-5) 31.269 455 29-7 P0(7-5) 32.246 456 29-10% P0(7-5) 32.116 457 29-101/2 P0(26-4) 32.114 458 32-11/2 1(7-5) 31.139 459 32-1% T(7-5) 31.138 460 28-9% P0(7-5) 32.584 461 28-11% P0(7-5) 32.507 462 29-3 P0(7-5) 32.376 463 32-11/2 P0(26-4) 31.046 464 3241/2 P0(26-4) 30.937 465 32-8 P0(26-4) 30.828 466 30-11 1(7-5) 31.660 467 28-8 P0(7-5) 32.635 468 28-111/. P0(7-5) 32.504 469 31-21/2 T(7'-5) 31.528 470 31-21/2 1(7-5) 31.530 471 31-91/2 P0(12-3%) 31.240 472 31-6 1(7-5) 31.398 , © M.E.P.CAD, Inc. Fill AutoSPRINK 2018 v14.4.5.0 4/4/2023 10:40:39AM Page 7 I I 1 I ~Ojy jl-lydraulic Analysis I Uf4L Pipe Type Diameter Flow Velocity HWC Downstream Upstream Elevation Discharge K-Factor Pt Pn Route ..... BL 1.0490 26.00 9.65 120 4001 401 25-11 25-11 26.00 5.6 21.556 22.129 BL 2.1570 26.00 2.28 120 401 4002 25-11 25-11 22.129 22.210 BL 2.1570 52.39 4.60 120 4002 402 25-11 25-11 26.39 5.6 22.210 22.607 BL 2.1570 78.87 6.92 120 402 403 25-11 27-5% 26.48 22.607 23.854 403 4003 2751/ 27-51/2 23.854 23.880 BL 2.1570 43.30 3.80 120 4003 4004 27-51/2 27-51/2 27.37 5.6 23.880 24.082 BL 2.1570 70.78 6.21 120 4004 4005 27-5% 27-5% 27.48 5.6 24.082 24.581 BL 2.1570 98.54 8.65 120 4005 404 27-5% 34-9 27.76 5.6 24.581 28.576 BL 2.1570 54.01 4.74 120 404 405 34-9 32-6 28.576 30.938 CM 6.3570 76.67 0.78 120 405 406 32-6 32-10 22.66 30.938 30.787 CM 6.3570 82.23 0.83 120 406 407 . 32-10 32-11 5.56 30.787 30.769 CM 6.3570 87.90 0.89 120 407 408 32-11 32-8 5.67 30.769 30.881 CM 6.3570 93.97 0.95 120 408 409 32-8 32-4% 6.07 30.881 30.993 CM 6.3570 100.22 1.01 120 409 410 32-4% 32-1% 6.25 30.993 31.105 CM 6.3570 106.71 1.08 120 410 411 32-1% 31-10% 6.49 31.105 31.218 CM 6.3570 113.17 1.14 120 411 412 31-10% 31-7% 6.46 31.218 31.332 CM 6.3570 119.93 1.21 120 412 114 31-7% 31-5% 6.77 31.332 31.433 CM 6.3570 188.89 1.91 120 114 413 31-5% 29-10 68.96 31.433 32.153 CM 8.2490 188.89 1.13 120 413 115 29-10 30-1% 32.153 32.157 FR 8.2490 188.89 1.13 120 115 116 30-1% 2-11 32.157 43.993 116 2-11 43.993 11 0-6 45.130 21(41-1%), 3LtE(15-3), P0(41'- 11i1 (/(S91_11i Friction Loss Fittings Sprinkler, Sprinkler, fT(10'-5%) 0.0492 14 Flow (q) from Route 2 2fE(4'-31/2), fT(10'-S%), C(12'-3 Sprinkler 0.040281 Sprinkler 0.074301 Sprinkler, 71E(4'-31/2). fT(10' Flow (q) from Route 7 0.000275 Flow (q) from Route 9 0.000311 Flow (q) from Route 10 0.000352 Flow (q) from Route 22 0.000397 Flow (q) from Route 21 0.000446 Flow (q) from Route 20 0.000497 Flow (q) from Route 8 0.000553 Flow (q) from Route 4 T(37'-8%) 0.001282 Flow (q) from Route 3 2LtE(15'-3), SYS 4 (TOR) 0.000360 CV(52-10), BV(14'-1), SYS 4 (B Job Number: 22-3632-02 on uescription: t-emote Area 4 Length iPressure Eq. Length Summary Total Length 0-81/2 Pf 0.573 2-0 Pe 2-8% Pv 8-71/2 Pf 0.082 4-3% Pe 12-il Pv 6-81/2 Pf 0.397 10-5% Pe 17-2 Pv 7-61/2 Pf 1.916 31-4% Pe -0.668 38-11 Pv 10,-1 Pf 0.026 Pe 10,-i Pv 12-51/2 Pf 0.202 Pe 12-5% Pv 12-5 Pf 0.499 Pe 12-5 Pv 55-7 Pf 7.148 40-71/2 Pe -3.153 96'-2% Pv 32-21/2 Pf 1.388 24-71/2 Pc 0.974 56-9% Pv 10-0 P1 0.002 Pc -0.154 10-U Pv 9-10% P1 0.003 Pc -0.021 9-10% Pv 10-0 P1 0.003 Pc 0.108 10-U Pv 10,-0 Pf 0.004 Pc 0.108 10,-U Pv 10,-0 Pf 0.004 Pc 0.108 10,-a Pv lU-U Pf 0.004 Pc 0.108 10,-U Pv 10-0 Pt 0.005 Pc 0.108 10,-U Pv 7-0% Pf 0.025 37'-8% Pc 0.076 44-9 Pv 1-71/2 Pf 0.017 11-4 Pc 0.704 12-11% Pv 330'-3 Pf 0.130 30-6% Pc -0.126 360-9% Pv 26-41/2 Pf 0.034 66-11% Pc 11.802 93-3% Pv 14'-21/2 Pf 0.085 222-0 Pc 1.052 236'-2 Pv , © M.E.P.CAD, Inc. jAutoSPRlNK 2018 v1 4.4.5.0 4/4/2023 10:40:40AM Page 8 ~111[11ydraulic Analysis Job Number: 22-3632-02 ,.,.-f rl,,,...,,.,,,. A..,.., 4. Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ___ CM 10.4000 188.89 0.71 140 0.000088 4-6 Pf 0.003 11 10 0-6 4-0 45.130 47.078 LtE(25-6) 25-6 30-0 Pc Pv 1.945 UG 9.5100 188.89 0.85 150 0.000119 82-61/2 Pt 0.015 10 9 4-0 4-0 47.078 47.093 2EE(12'-10%), LtE(18-9) 44-6 127-0% Pc Pv CM 10.4000 188.89 0.71 140 0.000088 10-0 Pt 2.508 9 8 4-0 4-0 47.093 49.600 3LtE(25'-6), CV(-2.500) 76-6% 86-6% Pe Pv UG 9.5100 188.89 0.85 150 0.000119 14-2 Pf 0.014 8 7 4-0 4-0 49.600 49.614 PIV(5'-10), 2LtE(18'-9), T(58'-6% 101-10% 116-0 Pe Pv UG 7.7100 438.89 3.02 150 0.001577 5-0 Pf 0.034 7 6 4-0 4-0 250.00 49.614 49.648 LtE(16'-7) 16-7 21-7 Pe Pv UG 11.3100 438.89 1.40 150 0.000244 138-0 Pt 0.042 6 5 4-0 17-0 49.648 40.587 EE(15'-1), LtE(20'-101/2) 35-11% 174-0 Pe Pv -9.104 UG 12.4600 438.89 1.15 140 0.000173 12-0 Pt 4.392 5 4 17-0 17-0 40.587 44.979 3LtE(29-6), BFP(-4.375) 88-5% 100-51/2 Pc Pv UG 11.3100 438.89 1.40 150 0.000244 19-0 Pt 0.010 4 3 17-0 17-0 44.979 44.989 LtE(20'-101/z) 20-10% 39-10% Pe Pv UG 11.3100 438.89 1.40 150 0.000244 1474 Pt 0.044 3 2 17-0 7-0 44.989 49.368 E(31'-4) 31-4 178-8 Pe Pv 4.335 UG 15.9200 438.89 0.71 150 0.000046 10-0 Pt 0.000 2 1 7-0 7'-O 49.368 49.368 Water Supply 10'0 Pe Pv 0.00 Hose Allowance At Source 1 438.89 Route ..... BL 2.1570 26.48 2.32 120 0.006533 7'-8 Pt 0.147 4006 402 26-2 25-11 26.48 5.6 22.356 22.607 Sprinkler, 2fEE(2'-21/2), tT(10'-51/,) 14-10% 22-6 Pe Pv 0.104 Route ..... BL 2.1570 90.35 7.93 120 0.063282 86-11% Pt 8.579 4007 414 27-5% 33-71/2 62.94 5.6 23.960 29.862 Sprinkler,, Flow (q) from Route 40 6fE(4-31/.), fT(10'-5%), T(12'-3 48-71/2 135-7 Pe Pv -2.677 BL 2.1570 23.26 2.04 120 0.005142 83-8 Pt 0.620 414 415 33-7% 31-4% 29.862 31.457 T(12'-3%) T(12'-3%), P0(12-3%) 36-11 120'7 Pe Pv 0.975 CM 6.3570 68.96 0.70 120 0.000199 2-11% Pt 0.008 415 114 31-41/2 31-51/2 45.69 31.457 31.433 Flow (q)from Route 5 T(37'-81/2) 37-8% 40-8% Pc Pv -0.032 =. ..... Route 4 ..... BL 2.1570 67.09 5.89 120 0.036483 2'-3 Pt 0.531 414 416 33-71/2 31-41/. 23.26 29.862 31.368 Flow (q) from Route 3 P0(12-31/2) 12-31/2 14-6% Pc Pv 0.975 CM 4.2600 21.39 0.48 120 0.000160 10-0 Pt 0.002 416 417 31-41/2 31-7% 31.368 31.261 10-0 Pe Pv -0.108 BL 2.1570 6.77 0.59 120 0.000523 85-11 Pt 0.071 417 412 31-71/2 31-71/2 31.261 31.332 P0(12-3%) 2T(12'-31/2), P0(12-31/.) 49'-21/2 135-11/2 Pc Pv -0.000 -. Route 5 ..... CM 4.2600 45.69 1.03 120 0.000652 10-0 Pt 0.007 416 418 31-4% 31-1% 21.39 31.368 31.483 Flow (q)from Route 4 10,-0 Pc Pv 0.108 CM 4.2600 38.39 0.86 120 0.000472 10,-0 pt 0.005 418 419 31-1% 30-101/2 31.483 31.596 10,-0 Pc Pv 0.108 M.E.P.CAD, Inc. WjjAutoSPRINK 2018 04.4.5.0 4/4/2023 10:40:40AM Page 9 111 Hydraulic Analysis Job Number: 22-3632-02 Renort IDescrintion: Remote Area # 4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 31.34 0.71 120 0.000325 10-0 Pt 0.003 419 420 30-10% 30-71/2 31.596 31.708 10-0 Pe Pv 0.108 CM 4.2600 24.49 0.55 120 0.000206 10-0 Pf 0.002 420 421 30-7% 30-41/2 31.708 31.818 10-0 Pe Pv 0.108 CM 4.2600 17.76 0.40 120 0.000113 10-0 Pt 0.001 421 422 30-41/2 30-1% 31.818 31.928 10-0 Pe Pv 0.108 CM 4.2600 11.09 0.25 120 0.000047 11-0 Pt 0.001 422 423 30-1% 29-10% 31.928 32.048 11-0 Pe Pv 0.119 CM 4.2600 9.08 0.20 120 0.000033 12-0 Pt 0.000 423 424 29-101/2 29-7 32.048 32.179 12-0 Pe Pv 0.130 CM 4.2600 6.93 0.16 120 0.000020 12-0 Pf 0.000 424 425 29-7 29-3 32.179 32.309 12-0 Pc Pv 0.130 CM 4.2600 4.66 0.10 120 0.000010 12-0 Pt 0.000 425 426 29-3 28-111/2 32.309 32.440 P0(26-4) 26-4 38-4 Pe Pv 0.130 CM 4.2600 2.33 0.05 120 0.000003 12-0 Pt 0.000 426 427 28-111/2 28-8 32.440 32.570 P0(26-4) P0(26-4) 52-8 64-8 Pe Pv 0.130 BL 1.4420 2.33 0.46 120 0.000517 107-9 Pt 0.063 427 428 28-8 30-11 32.570 31.659 21(7-5) 14-10% 122-7% Pc Pv -0.975 BL 14420 1.81 0.36 120 0.000325 2-3 Pt 0.003 428 429 30-11 28-8 31.659 32.637 P0(7-5) 7-5 9-8 Pc Pv 0.975 CM 6.3570 1.81 0.02 120 0.000000 12-0 Pf 0.000 429 430 28-8 28-111/2 32.637 32.506 12-0 Pc Pv -0.130 CM 6.3570 3.62 0.04 120 0.000001 12-0 Pt 0.000 430 431 28-111/2 29-3 1.81 32.506 32.376 Flow (q) from Route 39 12-0 Pc Pv -0.130 CM 6.3570 5.40 0.05 120 0.000002 12-0 Pt 0.000 431 432 29-3 29-7 1.78 32.376 32.246 Flow (q)from Route 29 12-0 Pc Pv -0.130 CM 6.3570 7.11 0.07 120 0.000003 12-0 Pt 0.000 432 433 29-7 29-101/2 1.71 32.246 32.116 Flow (q)from Route 6 12-0 Pc Pv -0.130 CM 6.3570 8.75 0.09 120 0.000004 7-11% Pf 0.000 433 434 29-10% 30-1 1.64 32.116 32.030 Flow (q) from Route 16 1(37-8%) 37-8% 45-8 Pc Pv -0.086 CM 6.3570 11.09 0.11 120 0.000007 25-1% Pf 0.000 434 113 30-1 30-1 2.34 32.030 32.019 Flow (q) from Route 14 LtE(11'-4) 11-4 36-5% Pc Pv -0.011 CM 6.3570 11.09 0.11 120 0.000007 2-0 Pt 0.000 113 435 30-1 30-1% 32.019 31.997 2-0 Pc Pv -0.022 CM 6.3570 17.76 0.18 120 0.000016 10-0 Pf 0.000 435 436 30-1% 30-41/2 6.67 31.997 31.888 Flow (q)from Route 18 10-0 Pc Pv -0.108 CM 6.3570 24.49 0.25 120 0.000029 10-0 Pf 0.000 436 437 30-41/2 30-71/2 6.73 31.888 31.780 Flow (q) from Route 35 10-0 Pc Pv -0.108 CM 6.3570 31.34 0.32 120 0.000046 10-0 Pt 0.000 437 438 30-71/2 30-101/2 6.85 31.780 31.672 Flow (q)from Route 33 10-0 Pc Pv -0.108 CM 6.3570 38.39 0.39 120 0.000067 10-0 Pf 0.001 438 439 30-101/2 31-1% 7.04 31.672 31.564 Flow (q) from Route 34 10-0 Pc Pv -0.108 CM 6.3570 45.69 0.46 120 0.000093 10-0 Pt 0.001 439 415 31-1% 31-4% 7.31 31.564 31.457 Flow (q)from Route 36 10-0 Pc Pv -0.108 Route ..... , © M.E.P.CAO, Inc. AutoSPRINK 2018 v14.4.5.0 4/4/2023 10:40:40AM Page 10 1111 Hydrau1ic Analysis Job Number: 22-3632-02 Ronort floqc.rintion Ramnto Aron If it Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.4420 2.15 0.42 120 0.000446 107-9 Pf 0.065 424 440 29-7 31-10 32.179 31.268 P0(7-5) 2T(7-5), 4E(3-8%) 37-2 144-11 Pe Pv -0.975 BL 1.4420 1.71 0.34 120 0.000292 2-3 Pf 0.003 440 432 31-10 29-7 31.268 32.246 P0(7-5) 7-5 9-8 Pe Pv 0.975 =. ..... Route 7 ..... CM 4.2600 22.66 0.51 120 0.000178 10-0 Pt 0.002 441 442 32-6 32-11/2 44.53 30.890 31.045 Flow (q)from Route 13 10-0 Pe Pv 0.154 BL 2.1570 5.39 0.47 120 0.000344 85-11 Pt 0.046 442 443 32-1% 32-1% 31.045 31.092 P0(12-31/.) 21(12-31/2), P0(12-3%) 49-2% 135-1% Pc Pv 0.000 CM 6.3570 22.66 0.23 120 0.000025 10-0 Pf 0.000 443 405 32-1% 32-6 17.27 31.092 30.938 Flow (q)from Route 11 10-0 Pc Pv -0.153 =. ..... Route 8 ..... CM 4.2600 14.63 0.33 120 0.000079 10-0 Pt 0.001 417 444 31-71/2 31-101/2 6.77 31.261 31.153 Flow (q) from Route 4 10-0 Pc Pv -0.109 BL 2.1570 6.46 0.57 120 0.000481 85-11 Pt 0.065 444 411 31-101/2 31-10% 31.153 31.218 P0(12-3%) 21(12-3%), P0(12-3%) 49'-2% 135-1% Pc Pv -0.000 =. ..... Route 9 ..... CM 4.2600 21.87 0.49 120 0.000167 10-0 Pt 0.002 441 445 32-6 32-10 44.53 30.890 30.738 Flow (q) from Route 13 10,-0 Pc Pv -0.154 BL 2.1570 5.56 0.49 120 0.000365 85-11 Pt 0.049 445 406 32-10 32-10 30.738 30.787 P0(12-31/2) 21(12-31/2), P0(12-31/2) 49-2% 135-1% Pc Pv 0.000 Route 10 ..... CM 4.2600 16.31 0.37 120 0.000097 9-10% Pt 0.001 445 446 32-10 32-11 5.56 30.738 30.718 Flow (q) from Route 9 9-10% Pc Pv -0.021 BL 2.1570 5.67 0.50 120 0.000378 85-11 Pt 0.051 446 407 32-11 32-11 30.718 30.769 P0(12-31/2) 21(12-3%), P0(12-31/2) 49'-21/2 135-11/2 Pc Pv -0.000 Route 11 ..... CM 4.2600 17.27 0.39 120 0.000108 10,-0 Pt 0.001 442 447 32-1% 31-91/2 5.39 31.045 31.200 Flow (q) from Route 7 10,-0 Pc Pv 0.154 CM 4.2600 12.23 0.28 120 0.000057 10,-0 Pt 0.002 447 448 31-91/2 31-5 31.200 31.355 P0(26-4) 26'-4 36'-4 Pc Pv 0.154 BL 2.1570 6.15 0.54 120 0.000439 59-11 Pt 0.043 448 449 31-5 31-5 31.355 31.398 21(12-3%), P0(12-31/2) 36-11 96-10 Pc Pv CM 6.3570 12.23 0.12 120 0.000008 40-11 Pt 0.001 449 450 31-5 31-111/2 6.07 31.398 31.169 Flow (q) from Route 12 LtE(11'-4), 1(37-81/2) 49-0% 89-11% Pc Pv -0.229 CM 6.3570 17.27 0.17 120 0.000015 5-1 Pt 0.000 450 443 31-11% 32-1% 5.04 31.169 31.092 Flow (q)from Route 28 5-1 Pc Pv -0.078 Route 12 ..... CM 4.2600 6.07 0.14 120 0.000016 10,-0 Pt 0.001 448 451 31'5 31-1 31.355 31.510 P0(26-4) P0(26-4) 52'-8 62'-8 Pc Pv 0.154 BL 2.1570 6.07 0.53 120 0.000429 59-11 Pt 0.042 451 452 31-1 31'l 31.510 31.551 21(12-3%), P0(12-3%) 36-11 96-10 Pc Pv -0.000 CM 6.3570 6.07 0.06 120 0.000002 10,-a pt 0.000 452 449 31-1 31-5 31.551 31.398 10,-0 Pc Pv -0.154 -Route 13 ..... BL 2.1570 44.53 3.91 120 0.017094 53'-8% Pt 1.339 404 441 34-9 32-6 54.01 28.576 30.890 Flow (q) from Route 1 1(12-3%), P0(12-3%) 24-7% 78-4 Pc Pv a.974 =. ..... Route 14 ..... , © M.E.P.CAD, Inc.ffi AutoSPRlNK 2018 04.4.5.0 4/4/2023 10:40:40AM Page 11 1 I I I I I I I I I 1111 Hydrau1ic Analysis Job Number: 22-3632-02 ReDort Description: Remote Area # 4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.4420 0.05 0.01 120 0.000000 2-3 Pt 0.000 453 454 29-7 31-10 0.10 32.244 31.269 P0(7-5), Flow (q) from Route 24 T(7-5) 14-10% 17'l% Pe Pv -0.975 BL 1.4420 0.49 0.10 120 0.000029 57-8 Pt 0.002 454 455 31-10 29-7 0.44 31.269 32.246 Flow (q) from Route 27 1(7-5), P0(7-5) 14-10% 72-61/2 Pe Pv 0.975 CM 6.3570 1.91 0.02 120 0.000000 12-0 Pt 0.000 455 456 29-7 29-101/. 1.42 32.246 32.116 Flow (q)from Route 19 12-0 Pe Pv -0.130 CM 6.3570 2.34 0.02 120 0.000000 95-101/2 Pt 0.000 456 434 29-101/2 30-1 0.43 32.116 32.030 Flow (q) from Route 15 LtE(11'-4) 11-4 107-2 Pe Pv -0.086 =. ..... Route 15 ..... CM 4.2600 0.06 0.00 120 0.000000 12-0 Pt 0.000 453 457 29-7 29101/2 0.10 32.244 32.114 Flow (q) from Route 24 P0(26-4) 26-4 38-4 Pe Pv -0.130 BL 1.4420 0.06 0.01 120 0.000001 2-3 Pf 0.000 457 458 29-101/2 32-1% 32.114 31.139 T(7'-5) 7-5 9'-8 Pe Pv -0.975 BL 1.4420 0.43 0.08 120 0.000023 60-7 Pt 0.002 458 456 3211/ 29-101/2 0.37 31.139 32.116 Flow (q) from Route 31 4E(3-8%), T(7-5), P0(7-5) 29-81/2 90-3% Pe Pv 0.975 =. ..... Route 16 ..... BL 1.4420 1.64 0.32 120 0.000270 2-3 Pt 0.003 459 433 32-1% 29-101/2 2.01 31.138 32.116 Flow (q) from Route 17 P0(7-5) 7-5 9-8 Pe Pv 0.975 =. ..... Route 17 ..... BL 1.4420 2.01 0.40 120 0.000395 113-3 Pt 0.065 423 459 29-101/2 32-1% 32.048 31.138 P0(7-5) 21(7-5), 8E(3'-81/2) 52-0% 165-31/2 Pe Pv -0.975 =. ..... Route 18 ..... BL 2.1570 6.67 0.59 120 0.000509 85-11 Pt 0.069 422 435 30-1% 30-1% 31.928 31.997 P0(12-3%) 21(12-31/2), PO(12-3'/2) 49-2% 135-1% Pe Pv -0.000 =. ..... Route 19 ..... CM 6.3570 0.45 0.00 120 0.000000 7-2 Pt 0.000 460 461 28-91/2 28-11% 0.45 32.584 32.507 Flow (q) from Route 25 7-2 Pe Pv -0.078 CM 6.3570 0.94 0.01 120 0.000000 12-0 Pt 0.000 461 462 28-111/2 29-3 0.49 32.507 32.376 Flow (q) from Route 26 12-0 Pe Pv -0.130 CM 6.3570 1.42 0.01 120 0.000000 12-0 Pt 0.000 462 455 29-3 29-7 0.49 32.376 32.246 Flow (q) from Route 30 12-0 Pe Pv -0.130 Route 20 ..... CM 4.2600 8.17 0.18 120 0.000027 10-0 Pt 0.001 444 463 31-101/2 32-1% 6.46 31.153 31.046 Flow (q)from Route 8 P0(26-4) 26-4 36-4 Pe Pv -0.108 BL 2.1570 6.49 0.57 120 0.000485 85-11 Pt 0.060 463 410 32-1% 32-1% 31.046 31.105 21(12-31/2), P0(12-31/2) 36-11 122-10 Pe Pv -0.000 Route 21 ..... CM 4.2600 1.68 0.04 120 0.000001 10-0 Pt 0.000 463 464 . 32-1% 32-41/2 31.046 30.937 P0(26-4) P0(26-4) 52-8 62-8 Pe Pv -0.108 BL 2.1570 6.25 0.55 120 0.000452 85-11 Pt 0.055 464 409 32-41/2 32-41/2 4.57 30.937 30.993 Flow (q) from Route 23 21(12-31/.), P0(12-31/2) 36-11 122-10 Pe Pv -0.000 =. ..... Route 22 ..... CM 4.2600 10.64 0.24 120 0.000044 10-0 Pt 0.002 446 465 32-11 32-8 5.67 30.718 30.828 Flow (q) from Route 10 P0(26-4) 26-4 36-4 Pe Pv 0.108 BL 2.1570 6.07 0.53 120 0.000428 85-11 Pt 0.053 465 408 32-8 32-8 30.828 30.881 21(12-31/2), P0(12-3%) 36-11 122-10 Pe Pv -0.000 =. ..... Route 23 ..... f, © M.E.P.CAD, Inc. j1jjAutoSPRINK 2018 04.4.5.0 4/4/2023 10:40:40AM Page 12 1111Hydraulic Analysis :1 Job Number: 22-3632-02 D --- .4 fl..........;.4:.._.... fl.......*... * it A Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 4.57 0.10 120 0.000009 10-0 Pf 0.001 465 464 32-8 32-4'!. 30.828 30.937 P0(26-4) P0(26-4) 52-8 62-8 Pe Pv 0.108 - Route 24 ..... BL 1.4420 0.07 0.01 120 0.000001 2-3 Pt 0.000 466 467 30-11 28-8 0.52 31.660 32.635 T(7'-5), Flow (q) from Route 32 P0(7-5) 14-101/2 17-1% Pe Pv 0.975 CM 4.2600 0.07 0.00 120 0.000000 12-0 Pt 0.000 467 468 28-8 28-111/2 32.635 32.504 12-0 Pe Pv -0.130 CM 4.2600 0.10 0.00 120 0.000000 24-0 Pt 0.000 468 453 28-111/2 29-7 0.03 32.504 32.244 Flow (q) from Route 38 24-0 Pe Pv -0.260 =. ..... Route 25 ..... BL 1.4420 0.45 0.09 120 0.000025 62-6 Pt 0.002 466 460 30-11 28-91/2 0.52 31.660 32.584 Flow (q) from Route 32 2E(3-81/2), 1(7-5), P0(7-5) 22-31/2 84-9% Pe Pv 0.922 =. ..... Route 26 ..... BL 1.4420 2.33 0.46 120 0.000519 107-9 Pt 0.064 426 469 28-11% 31-21/2 2.33 32.440 31.528 Flow (q) from Route 5 2T(7-5) 14-10% 122-7% Pe Pv -0.975 BL 1.4420 0.52 0.10 120 0.000032 32-6 Pf 0.001 469 470 31-21/2 31-21/2 31.528 31.530 T(7-5) 7-5 39-111/2 Pe Pv BL 1.4420 0.49 0.10 120 0.000029 57-8 Pt 0.002 470 461 31-2% 28-11% 31.530 32.507 1(7-5), P0(7-5) 14-10% 72-6% Pe Pv 0.975 =. ..... Route 27 ..... BL 1.4420 0.44 0.09 120 0.000024 32-6 Pt 0.001 440 454 31-10 31-10 31.268 31.269 T(7-5) 7-5 39-11% Pc Pv =. ..... Route 28 ..... CM 6.3570 5.04 0.05 120 0.000002 2-8 Pt 0.000 471 450 31-91/2 31-111/2 5.04 31.240 31.169 Flow (q)from Route 37 2-8 Pe Pv -0.070 Route 29 ..... BL 1.4420 2.27 0.45 120 0.000493 107-9 Pf 0.064 425 472 29-3 31-6 32.309 31.398 P0(7-5) 21(7-5) 22-31/2 130-0% Pc Pv -0.975 BL 1.4420 1.78 0.35 120 0.000313 2-3 Pt 0.003 472 431 31-6 29-3 31.398 32.376 P0(7-5) 7-5 9-8 Pc Pv 0.975 =. ..... Route 3O ..... BL 1.4420 0.49 0.10 120 0.000029 90-2 Pt 0.003 472 462 31-6 29-3 31.398 32.376 T(7'-5) T(7'-5), P0(7-5) 22-3% 112-5% Pc Pv 0.975 Route 31 ..... BL 1.4420 0.37 0.07 120 0.000017 32-6 Pf 0.001 459 458 32-1% 32-1% 2.01 31.138 31.139 1(7-5), Flow (q) from Route 17 7-5 39-11% Pc Pv Route 32 ..... BL 1.4420 0.52 0.10 120 0.000032 32-6 Pt 0.001 428 466 30-11 30-11 31.659 31.660 T(7-5) 7-5 39-11% Pc Pv =. ..... Route 33 ..... DL 2.1570 6.85 0.60 120 . 0.000536 85-11 0.072 420 437 30-7% 30-71/2 31.708 31.780 P0(12-3%) 21(12-3%), P0(12-3%) 49-2% 135-1% ~Pf Pc Pv -0.000 =. ..... Route 34 ..... BL 2.1570 7.04 0.62 120 . 0.000564 85-11 Pt 0.076 419 438 30-101/2 30-101/2 31.596 31.672 P0(12-3%) 21(12-3%), P0(12-31/2) 49-2% 135-1% Pc Pv -0.000 =. ..... Route 35 ..... BL 2.1570 6.73 0.59 120 0.000519 85-11 Pt 0.070 421 436 30-4% 30-4% 31.818 31.888 P0(12-3%) 21(12-31/2), P0(12-3%) 49-2% 135-1% Pc Pv -0.000 - Route 36 ..... © M.E.P.CAD, Inc. jAutoSPRlNK 2018 04.4.5.0 4/4/2023 10:40:40AM Page 13 I I 1 111 Hydraulic Analysis D Report Job Number: 22-3632-02 Description: Remote Area # 4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 7.31 0.64 120 0.000604 85-11 Pt 0.082 418 31-1% 439 31-1% 31.483 31.564 P0(12-31/2) 2T(12-3%), P0(12-3%) 49-2% 135-11/2 Pe Pv -0.000 Route 37 ..... BL 2.1570 5.04 0.44 120 0.000304 87-71/2 1 Pt 0.045 447 31-9% 471 31-91/2 31.200 31.240 P0(12-31/2) 2T(12-31/2), 2E(6-2), P0(12-31/2 616h/z 149-2 Pe Pv -0.005 =. ..... Route 38 ..... BL 1.4420 0.03 0.01 120 0.000000 j 2-3 Pt 0.000 470 31-21/2 468 28-111/2 31.530 32.504 T(7-5) P0(7-5) 14-101/2 17-1% Pe Pv 0.975 =. ..... Route 39 ..... BL 1.4420 1.81 0.36 120 0.000325 2-3 Pt 0.003 469 31-21/2 430 28-111/2 0.52 31.528 32.506 Flow (q) from Route 26 P0(7-5) 7-5 9-8 Pe Pv 0.975 Route 40 ..... BL 2.1570 62.94 5.53 120 0.032420 3-3 Pt 0.105 403 27-51/2 4007 27-51/2 15.93 23.854 23.960 Flow (q) from Route 1 3-3 Pe Pv I Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 487 - j - Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 4/4/2023 10:40:40AM Pane 14 ~J&Hydraufic Analysis Job Number: 22-3632-02 eport uescripllon: Remote Area #4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain e Discharg gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90 FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90 Elbow UG Underground Pf Pressure loss due to friction between points EE 45 Elbow Pe Pressure due to elevation difference between indicated Eel 111/f Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90 FireLock(TM) Elbow fEE 45 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve - red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 4/4/2023 10:40:40AM Page 15 I I I I I I I I I Job Number: 22-3632-02 111 1Check Point Gauge Data I Report Description Remote Area #4 Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) SYS 4 (BOR) 1 43.993 1 28.48 188.89 126.022 2-11 SYS4(TOR) 32.157 33.31 188.89 114.220 3011/2 1Mr, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 10:40:41AM Page 16 1111 Riser Tag I Job MILLIPORE SIGMA (T-l) 2827 Whiptail loop Carlsbad, CA 92010 209-210-26 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3632-02 Ordinary Group II 680 7 5.6 0 0 .200gpm/ft2 0.475gpm/ft2 1500 .00ft2 (Actual 397.60ft2) Demand At Base Of Riser (SYS 4 (BOR)) Total Demand Flow(gpm): 188.89 Pressure(psi): 43.993 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): Total Demand Pressure(psi): © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4/4/2023 10:40:43AM Page 17 111 Hydraulic Overview Job Number: 22-3632-02 Reüort Descriotion:T1'd°1 Job Job Nomber Design Engifleet 22-3632-02 Samuel Vernola Job Narne MILLIPORE SIGMA TENANT IMPROVEMENT (858) 513-4949 FAX Address I 2827 Whiptail Loop State Ccatioit&iconao C-16-588039 Add— 2 Carlsbad, CA 92010 data City of Carlsbad Address 3 Job Sltatooiiding 209-210-26 2827 Whiptail Loop System Density - dams Otdpplioatior 0.150gpmlft° 1500.001t2 (Actual 1554.22ft2) Most Damarding Sprinkler Data Hose Streams 5.6 K-Factor 19.50 at 12.125 250.00 C000reya Per Sp,trklan NombenOtSptirtdarsCatnolotod 130.00ft 21 Systp P,esao,eoenrsrd 89.699 StOlen Fine Demand 718.38 ToiatDemend 718.38 @ 89.699 PressoreResolt +40.202 (30.9%) Supplies Check Point Gauges Node Name Flow(anm) Hose Flow(pm) Static(psi) Residual(psi) Identifier Pressure(si) K-Factor(K) Flow(porn) 1 Water Supply 2500.00 130.000 129.000 SYS 4 (TOR) 72.412 55.04 468.38 SYS 5 (TOR) 0.000 0 0.00 SYS 5 (BOR) 0.000 0 0.00 SYS 4 (BOR) 84.394 50.98 468.38 SYS 3 (BOR) 0.000 0 0.00 SYS 3 (TOR) 0.000 0 0.00 22-3632-02_FPX_Lvl 1_SCH10_40_V18.cad Water Supply at Node 1(2500.00, 0.00, 130.000, 129.000) 150 11 1 135 - Static Pressure 130.01 ¶2500.00 @ 129.000 120T T T - - I 105- "' 90 - 718.38 i 89.699_ 75 30 15 - 0- •l.Il1II• '•'_tJ 1jjjjJjjJ .l.l.I.l.I.LL.I t_j_11.LLII.J I III I' ii III I 5000 805000 3000 4000 2500 3500 sisoo Water flow, glom (,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 10111/2022 9:18:12AM Page 1 1111 Hydrau1ic Summary Job Number: 22-3632-02 fled,,tlerm A... 4 4 Job Job Number Design Cngineer 22-3632-02 Samuel Vernola Job Name: MILLIPORE SIGMA TENANT IMPROVEMENT State CertngvatiomdUcenee Number C-16-588039 Address I 2827 Whiptail Loop AHJ City of Carlsbad Ad dress 2 Carlsbad, CA 92010 Job Dde/Building 2827 Whiptail Loop badness 3 Ones/tm0 Name 209-210-26 22-3632-02_FPX_Lvl 1_SCH10_40_V18.cad System Remote Area(s) Most Demanding Sprin!Jer Date OvsirpomtVy Job S.M. 5.6 K-Factor 19.50 at 12.125 Ordinary Group I Hose Alioseanee At Soutoe Density Ares orAppflcagon 0.00 0.150gpm/ft2 1500.00ft2 (Actual 1554.22ft2) Additional Hess Suppose Number 01 Sprinklers Cotumieted Coverage Pen Spmnntrter Node Flow(pDm) 21 130.00ft5 Hose At Node 7 250.00 To/at Hoes S.- 250.00 System flow Demand Ta/al Water Required (tnduding yesedutowance) 718.38 718.38 Madmum Pressure Unbalance in Loops 0.000 Maoimum Velocity Abase Ground 24.29 between nodes 112 and 111 Meomum Velocity Under Ground 4.94 between nodes 6 and 7 Volume capacity at Wet Pipes Volume capacity at Dry Pipes 6747.89ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 130.000 129.000 2500.00 129.900 718.38 89.699 40.202 Contractor 005va1an Number Conrad Name Contact 1/So 22-3632-02 Samuel Vernola Designer Name otContnaoter: Western Fire Protection Phone (858) 513-4949 Cotension 1312 Address 13630 Danielson St. FAX Address 2 San Diego, CA 92064 DoseS svernola@westernfireprotection.com Address 3 Web_Site https://westernfireprotection.com , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 10/11/2022 9:18:15AM Page 2 * 1111 Hydraulic Graph Job Number: 22-3632-02 DS.•4 F..,h..,. D-* A.., -4 I Water Supply at Node I 150- 135--- -Static Pressure 130.000 - 2500. 00 129. 000 120— 105--- go 718.38 89.699_ U) 75— Cn 60- System demand curve 30— 15— ,ULLLLLLLLLLLLIIHHIIII ......... Mlilli 111111111 111111111 IIIIIIII liii I liii I I %oo 1000 1500 2000 2500 3000 3500 4000 soo 5000 Water flow, 9pm FIyd,ato Graph Water Supply at Node 1 Statia P,aaaa,a 130.000 Residuat Pressure 129.000 @2500.00 Mailable Pressure at tame Of rest 129.900 @ 718.38 89.699 @ 718.38 StOICs, Ds,r55d (ledldeg HasaMaaO. ClOsure) 89.699 @718.38 ,©M.E.P.CAD, Inc. jAutoSPRINK2018v14.4.5.0 10/11/2022 9:18:16AM Page 3 dkydraulic Graph Job Number: 22-3632-02 D.us4 flursra.i..sGi.,.,. b I SYS4(BOR) 150- 135--- --Static Pressure 130.000 _ 50000 129.000 120- 105--- 90- 468.38 84.394 H, CL J75 60— 45— System dema :1 curve- 30— 15— iJ.i.LIJ1.I.I.I.I.J.IJ 111111111 111111111 H IIIIIII 111111111 1 III 1 liii II 1 111111 1 I I 1 I I I I 0— 00 1000 1500 2000 2500 3000 3500 4000 4500 1 5000 Water flow, gpm Hydraulic Graph SYS 4 (BOR) Stabs: PresSure N/A Residual: Pressure N/A Available Pressure at rime Of last N/A SreterrOemard 84.394 @468.38 Svst,rr O,m and llrOugHvseklvaaflceatSOarve 84.394 @ N/A , © M.E.P.CAD, Inc. ffl AutoSPRINK 2018 04.4.5.0 10/11/2022 9:18:16AM Page 4 1111 Summary_Of Outfiowing_Devices Job Number: 22-3632-02 ReDort Descriotion: Remote Area # 1 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 90.558 c Sprinkler 1001 19.50 19.50 5.6 12.125 Sprinkler 1002 20.25 19.50 5.6 13.079 Sprinkler 1003 20.44 19.50 5.6 13.317 Sprinkler 1004 20.48 19.50 5.6 13.372 Sprinkler 1005 20.53 19.50 5.6 13.444 Sprinkler 1006 20.58 19.50 5.6 13.499 Sprinkler 1007 20.75 19.50 5.6 13.733 Sprinkler 1008 20.85 19.50 5.6 13.863 Sprinkler 1009 20.92 19.50 5.6 13.955 Sprinkler 1010 21.99 19.50 5.6 15.419 Sprinkler 1011 22.04 19.50 5.6 15.487 Sprinkler 1012 22.25 19.50 5.6 15.786 Sprinkler 1013 22.41 19.50 5.6 16.016 Sprinkler 1014 23.26 19.50 5.6 17.252 Sprinkler 1015 23.32 19.50 5.6 17.337 Sprinkler 1016 23.58 19.50 5.6 17.735 Sprinkler 1017 24.22 19.50 5.6 18.709 Sprinkler 1018 24.48 19.50 5.6 19.110 Sprinkler 1019 24.71 19.50 5.6 19.467 Sprinkler 1020 25.36 19.50 5.6 20.514 Sprinkler 1021 26.46 19.50 5.6 22.318 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. FIll AutoSPRINK 2018 v14.4.5.0 10/11/2022 9:18:24AM Page 5 1111 Node Analysis Job Number: 22-3632-02 fl .,ni.,n. 4# I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 7-0 S 89.699 718.38 7 4-0 T(58-6'h) 90.558 250.00 1001 9-11 Spr(-12.125), fd(55-O) 12.125 19.50 1002 9-11 Spr(-13.079), fd(55-0) 13.079 20.25 1003 9-11 Spr(-13.317), fd(55-0) 13.317 20.44 1004 9-11 Spr(-13.372), fd(55-0) 13.372 20.48 1005 9-11 Spr(-13.444), fd(55'-O) 13.444 20.53 1006 9,-Ii Spr(-13.499), fd(55'-O) 13.499 20.58 1007 9-11 Spr(-13.733), fd(55'-O) 13.733 20.75 1008 9-11 Spr(-13.863), fd(55-0) 13.863 20.85 1009 9-11 Spr(-13.955), fd(55-0) 13.955 20.92 1010 9-11 Spr(-15.419), fd(55'-O) 15.419 21.99 1011 9-11 Spr(-15.487), fd(55-0) 15.487 22.04 1012 9-11 Spr(-15.786), fd(55-0) 15.786 22.25 1013 9-11 Spr(-16.016), fd(55-0) 16.016 22.41 1014 9-11 Spr(-17.252), fd(55-0) 17.252 23.26 1015 9-11 Spr(-17.337), fd(55-0) 17.337 23.32 1016 9-11 Spr(-17.735), fd(55-0) 17.735 23.58 1017 9-11 Spr(-16.709), fd(55-0) 18.709 24.22 1018 9-11 Spr(-19.110), fd(55-0) 19.110 24.48 1019 9-11 Spr(-19.467), fd(55-0) 19.467 24.71 1020 9-11 Spr(-20.514), fd(55-0) 20.514 25.36 1021 9-il Spr(-22.318), fd(55-0) 22.318 26.46 2 7-0 E(31-4) 89.698 3 17-0 LtE(20-101/.) 85.254 4 17-0 LtE(29-6) 85.230 5 17-0 LtE(20-101/2) 81.645 6 4-0 LtE(16'-7) 90.643 8 4-0 LtE(25'-6) 90.484 9 4-0 LtE(18-9) 87.943 10 4-0 LtE(25-6) 87.862 11 0-6 85.903 101 13-9 T(5'-O) 20.429 102 13-9 1(6-0) 21.781 103 12-11 P0(6-0) 23.964 104 12-11 T(8'-6) 24.019 105 12-11 fT(10-5'/) 24.644 106 12'-10,4 fr(10-5'h) 29.300 107 12-101/2 P0(6-0) 30.087 108 12-101/2 T(8'-6) 30.467 109 12-101/2 T(8'-6) 32.124 110 12-101/2 P0(6-0) 32.437 111 12'-10'/ 1(8-6) 34.973 112 12-10% ff(10-51/i) 46.287 113 30-1 T(11'-l) 71.006 114 29-10 LtE(11-4) 71.841 115 30-11/2 LtE(15-3), SYS 4 (TOR) 72.412 116 2-11 BV(14-1), SYS 4 (BOR) 84.394 117 13-9 T(5'-O) 20.909 118 13-9 T(6'-O) 22.335 119 12-11 P0(6-0) 24.574 120 13-9 T(5'-O) 21.117 121 13-9 T(6'-O) 22.556 122 12-11 P0(6-0) 24.811 123 12-11 1(8-6) 24.970 124 12-11 P0(6-0) 26.093 125 12-11 1(8-6) 27.069 126 12-11 fr(10-5%) 43.660 127 11-10 fT(10'-5%) 50.222 128 30-0% P0(12-3%) 70.861 129 13-9 1(6-0) 25.452 130 12-11 T(8-6) 24.603 ©M.E.P.CAD, Inc. §1 AutoSPRlNK2018v14.4.5.0 10/11/2022 9:18:25AM Page 6 IIIINode Analysis Job Number: 22-3632-02 Reoort Descriotinn: Remote Area # 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 131 13'-9,4 1(5-0) 28.549 132 12-101/. P0(6-0) 29.259 133 12'-10'/ 1(8-6) 29.265 134 13-9'h 1(5-0) 29.368 135 13-9V 1(5-0) 31.695 136 12-10'h fT(10'-51A) 48.683 1©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 10/11/2022 9:18:25AM Page 7 1111 Hydrau1ic Analysis Job Number: 22-3632-02 oS.,,,.. n.....;.,.;,...... D..._.,.*._ A...... .44 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary - ____________ =...... Route l ..... BL 1.0490 19.50 7.24 120 0.124177 12-3 Pt 9.965 1001 101 9-11 13-9 19.50 5.6 12.125 20.429 Sprinkler, T(5-0), 4E(2'-O), fd(55-0) 68-0 80-3 Pe Pv -1.662 BL 1.3800 39.75 8.53 120 0.121971 5-1 Pt 1.352 101 102 13-9 13-9 20.25 20.429 21.781 Flow (q) from Route 2 T(6'-O) 6-0 Pe Pv RN 1.3800 60.67 13.01 120 0.266667 0-10 Pt 1.822 102 103 13-9 12-11 20.92 21.781 23.964 Flow (q)from Route 9 P0(6-0) 6-0 6-10 Pc Pv 0.361 CM 2.1570 60.67 5.33 120 0.030292 1-91/2 Pt 0.055 103 104 12-11 12-11 . 23.964 24.019 1-91/2 Pe Pv CM 2.1570 82.66 7.26 120 0.053680 1-21/2 Pt 0.626 104 105 12-11 12-11 21.99 24.019 24.644 Flow (q)from Route 10 fT(10'51/2) 10-5% 11-8 Pc Pv CM 2.1570 104.57 9.18 120 0.082924 38-1 Pt 4.638 105 106 12-11 12-101/. 21.90 24.644 29.300 Flow (q)from Route 3 2LtE(3'-81/2), tT(10-51/.) 17-10 56-11 Pe Pv 0.018 CM 2.1570 152.05 13.35 120 0.165757 4-9 Pt 0.786 106 107 12-101/2 12-101/2 47.48 29.300 30.087 Flow (q) from Route 14 4-9 Pe Pv CM 2.1570 175.63 15.42 120 0.216432 1-9 Pt, 0.380 107 108 12-101/2 12-10% 23.58 30.087 30.467 Flow (q) from Route 16 1-9 Pc Pv CM 2.1570 200.34 17.59 120 0.276105 6-0 Pt 1.657 108 109 12-10% 12-101/2 24.71 30.467 32.124 Flow (q) from Route 19 6-0 Pc Pv CM 2.1570 225.70 19.82 120 0.344232 0,-li Pt 0.313 109 110 12-101/2 12-101/2 25.36 32.124 32.437 Flow (q) from Route 20 0-11 Pe Pv CM 2.1570 250.18 21.97 120 0.416472 6-1 Pt 2.536 110 111 12-10% 12-101/2 24.48 32.437 34.973 Flow (q) from Route 18 6-1 Pc Pv CM 2.1570 276.64 24.29 120 0.501588 12-1 Pt 11.314 111 112 12-101/2 12-101/2 26.46 34.973 46.287 Flow (q) from Route 21 fT(10'-5%) 10-5% 22-6% Pc Pv -0.000 RN 2.1570 212.32 18.64 120 0.307419 67-9 Pt 32.184 112 113 12-101/2 30-1 46.287 71.006 6fE(4-3',4), 1(11-1) 36-11 104-8% Pe Pv -7.465 CM 6.3570 468.38 4.73 120 0.006877 56-71/2 Pt 0.727 113 114 30-1 29-10 256.06 71.006 71.841 Flow (q) from Route 5 T(37-81/2), LtE(11'4) 49-0% 105-8 Pc Pv 0.108 CM 8.2490 468.38 2.81 120 0.001934 330-3 Pt 0.698 114 115 29-10 30-1% 71.841 72.412 2LtE(15'-3), SYS 4 (TOR) 30-6% 360-91/2 Pc Pv -0.126 FR . 8.2490 468.38 2.81 120 0.001934 26-4% Pt 0.180 115 116 30-1% 2-11 72.412 84.394 CV(52-10), BV(14'-l), SYS 4 (B OR) 66-11% 93-3% Pc Pv 11.802 CM 8.2490 468.38 2.81 120 0.001934 14-21/2 Pt 0.457 116 11 2-11 0-6 84.394 85.903 21(41-11/2), 3LtE(15'-3), P0(41'- 11/2), CV(52'-10) 222-0 236-2 Pc Pv 1.052 CM 10.4000 468.38 1.77 140 0.000470 4-6 Pt 0.014 11 10 0-6 4-0 85.903 87.862 LtE(25'-6) 25-6 30-0 Pc Pv 1.945 UG 9.5100 468.38 2.12 150 0.000640 82-61/2 Pt 0.081 10 .9 4-0 4-0 87.862 87.943 2EE(12'-l0%), LtE(18'-9) 44-6 127-0% Pc Pv CM 10.4000 468.38 1.77 140 0.000470 10-0 Pt 2.541 9 8 4-0 4-0 87.943 90.484 3LtE(25'-6), CV(-2.500) 76-6% 86-6% Pc Pv U 9.5100 468.38 2.12 150 0.000640 14-2 Pt 0.074 .8 7 4-0 4-0 90.484 90.558 PIV(5'-10), 2LtE(18'-9), T(58'-6% 101-101/2 116-0 Pc Pv ©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 10/11/2022 9:18:27AM Page 8 I Hydraulic Analysis Job Number: 22-3632-02 Report Description: Remote Area # 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 7.7100 718.38 4.94 150 0.003923 5-0 Pf 0.085 7 6 4-0 4-0 250.00 90.558 90.643 LtE(16'-7) 16-7 21-7 Pe Pv UG 11.3100 718.38 2.29 150 0.000607 138-0 Pt 0.106 6 5 4-0 17-0 90.643 81.645 EE(15'-l), LtE(20'-101/2) 35-111/2 174'-0 Pe Pv -9.104 UG 12.4600 718.38 1.89 140 0.000430 12-0 Pt 3.585 5 4 17-0 17-0 81.645 85.230 3LtE(29-6), BFP(-3.542) 88-5% 100-5% Pe Pv UG 11.3100 718.38 2.29 150 0.000607 19-0 Pt 0.024 4 3 17-0 17-0 85.230 85.254 LtE(20'-101/2) 20-10% 39'-lO'/z Pc Pv UG 11.3100 718.38 2.29 150 0.000607 147-4 Pf 0.108 3 2 17-0 7-0 85.254 89.698 E(31'-4) 31-4 178-8 Pe Pv 4.335 UG 15.9200 718.38 1.16 150 0.000115 10-0 Pf 0.001 2 1 7-0 7-0 89.698 89.699 Water Supply 10'0 Pe Pv 0.00 Hose Allowance At Source 1 718.38 =...... Route 2 ..... BL 1.0490 20.25 7.52 120 0.133182 3-8 Pt 9.012 1002 101 9-11 13-9 20.25 5.6 13.079 20.429 Sprinkler, 2E(2'-O), T(5'-O), fd(55'-O) 64-0 67'-8 Pc Pv -1.662 =. ..... Route 3 ..... BL 1.0490 20.44 7.59 120 0.135426 11-4 Pt 9.254 1003 117 9-11 13-9 20.44 5.6 13.317 20.909 Sprinkler, E(2'-O), fd(55'-O) 57-0 68'-4 Pc Pv -1.662 BL 1.3800 40.91 8.78 120 0.128649 5-1 Pt 1.426 117 118 13-9 13-9 20.48 20.909 22.335 Flow (q) from Route 4 T(6'-O) 6-0 11,-1 Pc Pv RN 1.3800 61.67 13.23 120 0.274810 0-10 Pt 1.878 118 119 13-9 12-11 20.75 22.335 24.574 Flow (q) from Route 7 P0(6-0) 6-0 6-10 Pc Pv 0.361 CM 2.1570 21.90 1.92 120 0.004601 4-9 Pt 0.070 119 105 12-11 12-11 24.574 24.644 tT(10'-5%) 10-5% 15-2% Pc Pv Route ..... BL 1.0490 20.48 7.60 120 0.135946 3'-8 Pt 9.199 1004 117 9-11 13-9 20.48 5.6 13.372 20.909 Sprinkler, 2E(2'-O), 1(5-0), fd(55'-O) 64-0 67'-8 Pc Pv -1.662 Route ..... BL 1.0490 20.53 7.62 120 0.136617 11-4 Pt 9.335 1005 120 9-11 13-9 20.53 5.6 13.444 21.117 Sprinkler, E(2'-O), fd(55-0) 57-0 68-4 Pc Pv -1.662 BL 1.3800 41.11 8.82 120 0.129779 5-1 Pt 1.438 120 121 13-9 13-9 20.58 21.117 22.556 Flow (q) from Route 6 T(6'-O) 6-0 11,-1 Pc Pv RN 1.3800 61.96 13.29 120 0.277224 0-10 Pt 1.894 121 122 13-9 12-11 20.85 22.556 24.811 Flow (q) from Route 8 P0(6-0) 6-0 6-10 Pc Pv 0.361 CM 2.1570 123.97 10.88 120 0.113616 1-41/2 Pt 0.158 122 123 12-11 12-11 62.01 24.811 24.970 Flow (q) from Route 12 14% Pc Pv CM 2.1570 146.38 12.85 120 0.154508 7-31/2 Pt 1.124 123 124 12-11 12-11 22.41 24.970 26.093 Flow (q) from Route 13 7-3% Pc Pv CM 2.1570 168.42 14.79 120 0.200276 4-10% Pf 0.976 124 125 12-11 12-11 22.04 26.093 27.069 Flow (q) from Route 11 4-10% Pc Pv CM 2.1570 191.74 16.83 120 0.254569 54-81/2 Pt 16.590 125 126 12-11 12-11 23.32 27.069 43.660 Flow (q)from Route 15 fl(10'5%) 10-5% 65'-2 Pc Pv CM 2.1570 143.83 12.63 120 0.149558 37-0% Pf 6.092 126 127 12-11 11-10 43.660 50.222 LtE(3'-81/2) 3-8% 40-9 Pc Pv 0.470 ,© M.E.P.CAD, Inc. lJAutoSPRlNK 2018 04.4.5.0 10/11/2022 9:18:27AM Page 9 ~jjjjHydraulic Analysis :1 Job Number: 22-3632-02 Ronnrt flpsr.rintinn Rnmnfn Ara2 It I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 2.1570 256.06 22.48 120 0.434739 36-81/2 Pt 28.531 127 128 11-10 30-0% 112.23 50.222 70.861 Flow (q) from Route 22 2E(6'-2), fE(4'-3'/.), P0(12-31/2) 28-11 65-7% Pe -7.892 Pv CM 6.3570 256.06 2.59 120 0.002250 26-4 Pf 0.170 128 113 30-0% 30-1 70.861 71.006 T(37'-8'A), LtE(11'-4) 49-0% Pe -0.024 Pv -. ..... Route 6 ..... BL 1.0490 20.58 7.64 120 0.137141 3-8 Pt 9.280 1006 120 9-11 13-9 20.58 5.6 13.499 21.117 Sprinkler, 2E(2-0), 1(5-0), fd(55'-O) 64-0 67-8 Pe -1.662 Pv =. ..... Route 7 ..... BL 1.0490 20.75 7.70 120 0.139333 7'-8 Pt 10.264 1007 118 9-11 13-9 20.75 5.6 13.733 22.335 Sprinkler, 3E(2'-O), 1(5-0), fd(55'-O) 66-0 73'-8 Pe -1.662 Pv =. ..... Route 8 ..... BL 1.0490 20.85 7.74 120 0.140556 7'-8 Pf 10.354 1008 121 9-11 13-9 20.85 5.6 13.863 22.556 Sprinkler, 3E(2'-O), T(5'-O), fd(55'-O) 66-0 73'-8 Pe -1.662 Pv -. ..... Route 9 ..... BL 1.0490 20.92 7.77 120 0.141420 5-1 Pt 9.487 1009 102 9-11 13-9 20.92 5.6 13.955 21.781 Sprinkler, E(2'-O), T(5'-O), fd(55'-O) 62-0 67-1 Pe -1.662 Pv =...... Route lO ..... BL 1.0490 21.99 8.16 120 0.155090 0-4 Pt 9.900 1010 104 9-11 12-11 21.99 5.6 15.419 24.019 Sprinkler, T(8'-6), fd(55'-O) 63'-6 63-10 Pe -1.301 Pv Route 11 ..... BL 1.0490 22.04 8.18 120 0.155720 8-8 Pt 11.627 1011 129 9-11 13-9 22.04 5.6 15.487 25.452 Sprinkler, 3E(2'-O), T(5'-O), fd(55'-O) 66-0 74'-8 Pc -1.662 Pv RN 1.3800 22.04 4.73 120 0.040955 0-10 Pt 0.280 129 124 13-9 12-11 25.452 26.093 P0(6-0) 6-0 1 6-10 Pc 0.361 Pv -. ..... Route 12 ..... BL 1.0490 22.25 8.26 120 0.158499 0-4 Pt 10.118 1012 130 9-11 12-11 22.25 5.6 15.786 24.603 Sprinkler, 1(8-6), fd(55'-O) 63'-6 63-10 Pc -1.301 Pv CM 2.1570 62.01 5.44 120 0.031541. 6-71/2 Pt 0.208 130 122 12-11 12-11 39.76 24.603 24.811 Flow (q) from Route 25 6'-7% Pc Pv =. ..... Route 13 ..... BL 1.0490 22.41 8.32 120 0.160637 0-4 Pt 10.254 1013 123 9-11 12-11 22.41 5.6 16.016 24.970 Sprinkler, T(8'-6), fd(55-0) 63'-6 63-10 Pc -1.301 Pv =. ..... Route 14 ..... BL 1.0490 23.26 8.63 120 0.172068 9,-5 Pt 12.977 1014 131 9-11 13-9% 23.26 5.6 17.252 28.549 Sprinkler, 3E(2'-O), T(5'-O), td(55'-O) 66-0 75-5 Pc -1.680 Pv RN 1.3800 23.26 4.99 120 0.045255 0-11 Pt 0.313 131 132 13-9% 12-101/2 28.549 29.259 P0(6-0) 6-0 6-11 Pc 0.397 Pv CM 2.1570 23.26 2.04 120 0.005141 1-21/2 Pt 0.006 132 133 12-10% 12-101/2 29.259 29.265 1-2% Pc Pv CM 2.1570 47.48 4.17 120 0.019248 1-91/2 Pt 0.035 133 106 12-101/2 12-101/2 24.22 29.265 29.300 Flow (q) from Route 17 1-91/2 Pc Pv =.. ..... Route 15 ..... BL 1.0490 23.32 8.66 120 0.172848 0-4 Pt 11.033 1015 125 9-11 12-11 23.32 5.6 17.337 27.069 Sprinkler, T(8'-6), fd(55-0) 63'-6 63-10 Pc -1.301 Pv =. ..... Route 16 ..... BL 1.0490 23.58 8.75 120 0.176523 9'5 Pt 13.313 1016 134 9-11 13-91/2 23.58 5.6 . 17.735 29.368 Sprinkler, 3E(2'-O), T(5'-O), fd(55'-O) 66-0 75-5 Pc -1.680 Pv RN 1.3800 23.58 5.06 120 0.046427 0-11 Pt 0.321 134 107 13-91/2 12-101/2 29.368 30.087 P0(6-0) 6-0 6-11 Pc 0.397 Pv , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 10/1112022 9:18:27AM Page 10 NI Hydraulic _Analysis :1 Job Number: 22-3632-02 Report Description: Remote Area # 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length ~S ress-re ummary =. ..... Route 17 ..... BL 1.0490 24.22 8.99 120 0.185468 0-4 Pt 11.839 1017 9-11 133 12101/ 24.22 5.6 18.709 29.265 Sprinkler, 1(8-6), fd(55'-O) 63-6 63-10 Pe Pv -1.283 =. ..... Route 18 ..... BL 1.0490 24.48 9.09 120 0.189147 9-5 Pt 14.265 1018 9-11 135 13'-9% 24.48 5.6 19.110 31.695 Sprinkler, 3E(2'-O), T(5'-O), fd(55'-O) 66-0 75-5 Pe Pv -1.680 RN 1.3800 24.48 5.25 120 0.049747 0-11 Pf 0.344 135 13-91/2 110 12-101/2 31.695 32.437 P0(6-0) 6,-0 6-11 Pe Pv 0.397 Route 19 ..... BL 1.0490 24.71 9.17 120 0.192411 0-4 Pt 12.282 1019 9-11 108 12-10% 24.71 5.6 . 19.467 30.467 Sprinkler, 1(8-6), fd(55'-O) 63'-6 63-10 Pc Pv -1.283 Route 20 ..... BL 1.0490 25.36 9.42 120 0.201963 0-4 Pt 12.892 1020 9-11 109 12-101/2 25.36 5.6 20.514 32.124 Sprinkler, 1(8-6), fd(55'-O) 63-6 63-10 Pc Pv -1.283 Route 21 ..... BL 1.0490 26.46 9.82 120 0.218340 0-4 Pt 13.937 1021 9-11 111 12-101/2 26.46 5.6 22.318 34.973 Sprinkler, 1(8-6), fd(55'-O) 63-6 63-10 Pc Pv -1.283 Route 22 ..... CM 2.1570 112.23 9.85 120 0.094517 1-01/2 Pf 1.087 136 12-101/2 127 11-10 47.91 + 64.32 48.683 50.222 Flow (q) from Route 23 and 24 fT(10'-5%) 10-5% 11-6 Pc Pv 0.452 =. --- ... Route 23 ..... CM 2.1570 47.91 4.21 120 0.019569 220-1 Pt 5.005 126 12-11 136 12-101/2 43.660 48.683 IT(10'-5%) 4LtE(3-8%), tT(10'-51/2) 35-8% 255-9 Pc Pv 0.018 Route 24 ..... CM 2.1570 64.32 5.65 120 0.033749 50-1 Pt 2.396 112 12-101/2 136 12-101/2 46.287 48.683 fT(10'-51/2) tT(10'-5%) 20-11 71-0 Pc i Pv 0.000 Route 25 ..... CM 2.1570 39.76 3.49 120 0.013861 2-0% 0.029 119 12-11 130 12-11 21.90 24.574 24.603 Flow (q) from Route 3 . 2-0% ~Pf Pc Pv I Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor C Value Multiplier Value Of 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 10/11/2022 9:18:27AM Page 11 ~jjljHydraulic Analysis Job Number: 22-3632-02 eport uescripiion: Remote Area if 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length u e ~Sress.r mmary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backfiow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90 FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point n a pipe i DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90 Elbow UG Underground Pf Pressure loss due to friction between points EE 45 Elbow Pe Pressure due to elevation difference between indicated Eel ll1/0 Elbow points Ee2 22/ Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90 FireLock(TM) Elbow fEE 45 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PlV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. J AutoSPRINK 2018 04.4.5.0 10/11/2022 9:18:27AM Page 12 MIN ICheck Point Gauge Data Job Number: 22-3632-02 Report Description: Remote Area # 1 Gauge Pressure(psi) K.Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) SYS 3 (BOR) 0.000 0 0.00 125.491 4-1Y SYS 3 (TOR) 0.000 0 0.00 113.967 30-81/2 SYS 4 (BOR) 84.394 50.98 468.38 126.022 2-11 SYS 4 (TOR) 72.412 55.04 468.38 114.220 30-1% SYS 5 (BOR) 1 0.000 0 0.00 126.022 2-11 SYS 5 (TOR) 0.000 0 0.00 114.617 29-2% , © M.E.P.CAD, Inc. Oil AutoSPRINK 2018 04.4.5.0 10/11/2022 9:18:28AM Page 13 IslRiser Tag Job MILLIPORE SIGMA TENANT IMPROVEMENT 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Job Number: 22-3632-02 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Ordinary Group I 492 21 5.6 0 0.150gpm/ft2 0.301 gpm/ft2 1500 .00ft2 (Actual I 554.22ft2) Demand At Base Of Riser (SYS 4 (BOR)) Total Demand Flow(gpm): 468.38 Pressure(psi): 84.394 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): Total Demand Pressure(psi): IM, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 10/11/2022 9:18:29AM Page 15 1111 Hydraulic Overview :1 Reoort Job Number: 22-3632-02 Job Job Nu,rrber Design Ergirreer 22-3632-02 Samuel Vernola Job Marie: MILLIPORE SIGMA TENANT IMPROVEMENT Enema (858) 513-4949 FAA Address I 2827 Whiptail Loop Orate Certfic000rvlJoense Number C-16-588039 Address 2 Carlsbad, CA 92010 - AFIJ City of Carlsbad Address 3 209-210-26 Job biteleuilding 2827 Whiptail Loop System Density Area of Applivdtief 0.150gpm/ft2 1500.0oft2 (Actual 1535.96ft2) MosbOemandlngSprtnkdoroata HOseSyDaffis 8K-Factor 21.17 at 7.000 250.00 Coverage Per oprlrkiar Number Of sprrtrters Calculated 130.00fta 16 Craters Presser. Demand Sretenr Press Demand 43.259 638.87 Total Demand 638.87 @43.259 Pressure Result +86.661 (66.7%) Supplies Check Point Gauges Node Name Flow(pnm) Hose Flow(aom) Static(si) ResiduaI(si) Identifier Pressure(psi) K-Factor(K) FIow(nm) 1 Water Supply 2500.00 130.000 129.000 SYS 4 (TOR) 26.292 0 0.00 SYS 5 (TOR) 26.539 75.49 388.87 SYS 5 (BOR) 38.070 63.02 388.87 SYS 4 (BOR) 38.093 0 0.00 SYS 3 (BOR) 0.000 0 0.00 SYS 3 (TOR) 0.000 0 0.00 22-3632-02FPX_Lvl 1_SCHI0_40V18.cad Water Supply at Node 1 (2500.00, 0.00, 130.000, 129.000) 150 135111Static Pressure 130.00O 500.00 t 129.000 20 105- UJ7 90 - - - CL U / U79 60 - __ 1638.87 43.259—_______ 30 System demand curve 15- ILII1 LLIIJiIJ LLWII .WJ.LLL' LLLJJJJ.L 111111111 II 11111 5000 3000 4000 2500 3500 4500 Water flow, gpm . © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 10/11/2022 9:23:53AM Page 1 1111 HydrauIic Summary Job Number: 22-3632-02 D....,...4 fl ....4.a;,...... fl.,....... Job Job Number 000igtt Ecrnitteer 22-3632-02 Samuel Vernola Job Name: MILLIPORE SIGMA TENANT IMPROVEMENT State Certillcationiticenee Number C-16-588039 Address 1 2827 Whiptail Loop AHJ City of Carlsbad Address 2 Job Site/building Carlsbad, CA 92010 2827 Whiptail Loop Address 3 Drawing Name 209-210-26 22-3632-02_FPX Lvi 1_SCH 10_40_V18.cad System Remote Area(s) Most Demon ding Sprinkler Data Sccupancy Job Suffix 8K-Factor 21.17 at 7.000 Ordinary Group I He. Adoncance At Source Density Area of Application 0.00 0.150gpmlft2 1500.00ft2 (Actual 1535.96ft2) Additional linac Supplies Number 01 Sprinklers Calculated Coverage Per Spnrkler Node Flow(gpm) 16 130.00ft2 Hose At Node 7 250.00 Total Hose SItcoms 250.00 System Finn Demand Total Watm Required (Induding llosepdlowarcn) 638.87 638.87 Maximum Prenvum Unbelonne In lccps 0.000 Maximum Velooty Above Srnrlrd 10.66 between nodes 224 and 2116 Maximum Velooty linden Smurd 4.39 between nodes 6 and 7 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 6747.89ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 130.000 129.000 2500.00 129.920 638.87 43.259 86.661 Contractor Concoclor Number 22-3632-02 Contact Name Samuel Vernola Contact TO Designer Name otCorteoolor Western Fire Protection Pfrona (858) 513-4949 Ectenslon 1312 Addtess I 13630 Danielson St. FPJI Add,ess 2 San Diego, CA 92064 E-mail svernola@westernfireprotection.com Address 3 Web$itx https://westemfireprotection.com © M.E.P.CAD, Inc. tilAutoSPRINK 2018 04.4.5.0 10/11/2022 9:23:55AM Page 2 1. 1111Hydraulic Graph Job Number: 22-3632-02 Rünnrt flnrarrintinn Ramntn Arnra If 9 Water Supply at Node I 150- 135--- -Static Pressure 130.000 - 250000 129.000 120- 105--- 9 Cl) - CL 75 (I) U, - a, 60--- 45 — ,38 87 @ 43.259 30- System demand curve 15— 0— IJ.Li.LIJI.l.I.I.i.l..I.JIIIIIIIII 111111111 11111111 11111111 IllIltIll 1111111 I III III) %00 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static P- 130.000 Residual: Pressure 129.000 @2500.00 Mailable Pressure at rime at Test 129.920 @638.87 Gysterrroorraed 43.259 @ 638.87 Systerr Derrerd lirdudlog Hose adlowarce at Source) 43.259 @ 638.87 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 10/11/2022 9:23:56AM Page 3 1111Hydraulic Graph Job Number: 22-3632-02 SYS 5 (BOR) 150- 135- Static Pressure 130.000 -2500.00 129.000 120- 105--- 90— CL to 60- 45-- 3 c 38.070 30- S ystem demand curve 15 o- ILIJ.LJ.L .I.I.I.I_I_I.I.LIlIIIIll 11111111 111111111 111111111 III 11111 11111111 I I I I I I I I %00 1000 1500 2000 2500 3000 3500 4000 sisoo 5000 Water flow, gpm lGdmulic Graph SYS 5 (BOR) Stats: Pressure N/A Residual: Pressure N/A uaesable Pressure at lime of Test N/A Srllsreeorrrard 38.070 @ 388.87 Systrrrroerr,M Ordaurrs hussftileerars. s15e.aes) 38.070 @ N/A 1/@ M.E.P.CAD, Inc. RIS AutoSPRINK 2018 04.4.5.0 10/11/2022 9:23:56AM Page 4 1111 Summary Of Outfiowing Devices I Job Number: 22-3632-02 Reoort Descriotion: Remote Area # 2 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 44.007 c Sprinkler 2101 21.17 19.50 8 7.000 Sprinkler 2102 22.36 19.50 8 7.814 Sprinkler 2103 22.50 19.50 8 7.907 Sprinkler 2104 22.62 19.50 8 7.996 Sprinkler 2105 22.71 19.50 8 8.059 Sprinkler 2106 22.86 19.50 8 8.162 Sprinkler 2107 23.07 19.50 8 8.316 Sprinkler 2108 23.20 19.50 8 8.413 Sprinkler 2109 24.82 19.50 8 9.622 Sprinkler 2110 24.89 19.50 8 9.681 Sprinkler 2111 24.94 19.50 8 9.720 Sprinkler 2112 25.04 19.50 8 9.795 Sprinkler 2113 25.08 19.50 8 9.827 Sprinkler 2114 26.30 19.50 8 10.812 Sprinkler 2115 28.59 19.50 8 12.774 c:> Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. jjAutoSPRINK 2018 04.4.5.0 10/11/2022 9:24:04AM Page 111INode Analysis Job Number: 22-3632-02 Pn,s,f fl,.nni-,n. A. 44 0 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 218 14'-8'/2 P0(12-31/.) 13.966 219 15-111/2 P0(5-U) 8.429 220 15-11% P0(5-0) 8.495 221 15'-11'/ P0(5-U) 8.661 222 15-2 P0(5-0) 10.120 223 15-81/2 P0(5-U) 12.100 224 15'-ll'/z P0(5-U) 12.127 1 7-0 S 43.259 638.87 7 4-0 T(58'-6%) 44.007 250.00 2101 10-0 Spr(-7.000), fd 7.000 21.17 2102 10-0 Spr(-7.814), Id 7.814 22.36 2103 10-0 Spr(-7.907), fd 7.907 22.50 2104 10,-0 Spr(-7.996), fd 7.996 22.62 2105 10,-0 Spr(-8.059), fd 8.059 22.71 2106 10-0 Spr(-8.162), Id 8.162 22.86 2107 10,-0 Spr(-8.316), fd 8.316 23.07 2108 10,-0 Spr(-8.413), Id 8.413 23.20 2109 10-0 Spr(-9.622), Id 9.622 24.82 2110 10,-0 Spr(-9.681), Id 9.681 24.89 2111 10,-0 Spr(-9.720), Id 9.720 24.94 2112 10,-0 Spr(79.795), Id 9.795 25.04 2113 10,-0 Spr(-9.827), Id 9.827 25.08 2114 10,-0 Spr(-10.812), Id 10.812 26.30 2115 10.-0 Spr(-12.774), Id 12.774 28.59 2116 10,-0 Spr(-12.889), Id 12.889 28.72 2 7-0 E(31'4) 43.258 3 17-0 LtE(20-101/2) 38.835 4 17-0 LtE(29'-6) 38.816 5 17-0 LtE(20'-10V2) 35.056 6 4-0 LtE(16'-7) 44.075 8 4-0 LtE(25'-6) 43.955 9 4-0 LtE(18'-9) 41.426 10 -4-0 LtE(25'-6) 41.368 11 0-6 39.413 201 15-2 P0(5-U) 6.831 202 15-111/2 P0(5-U) 6.585 203 15-111/2 P0(5-U) 6.773 204 15-11% P0(5-U) 7.058 205 15-2 P0(5-0) 8.968 206 14'-8'/z P0(12-3%) 13.997 207 14'81,4 P0(12-31/.) 14.131 208 14-8% P0(12-31/.) 14.333 209 26-6 T(26-4) 27.754 210 27-71/2 26.851 211 29-21/2 LtE(15'-3), SYS 5 (TOR) 26.539 212 2-11 BV(14'-l), SYS 5 (BOR) 38.070 213 15-2 P0(5-U) 6.720 214 15-11% P0(5-U) 6.483 215 15-111/2 P0(5-U) 6.655 216 15-111/2 P0(5-U) 6.948 217 15-2 P0(5-U) 8.883 ,©M.E.P.CAD, Inc. j#1 AutoSPRINK2U18v14.4.5.0 10/11/2022 9:24:05AM Page 6 IHydraulic Analysis Job Number: 22-3632-02 Report Description: Remote Area # 2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route l ..... BL 1.0490 21.17 7.86 120 0.144514 7-4 Pf 2.071 2101 201 10-0 15-2 21.17 8 7.000 6.831 Sprinkler, E(2'-O), P0(5-0), fd 7-0 14-4 Pe Pv -2.240 BL 2.1570 21.17 1.86 120 0.004318 10-0 Pf 0.096 201 202 15-2 15-11% 6.831 6.585 2E(6'-2) 12'-3'/2 2231/. Pe Pv -0.343 BL 2.1570 43.79 3.84 120 0.016570 11-4% Pt 0.188 202 203 15-11'/. 15-11% 22.62 6.585 6.773 Flow (q)from Route 4 11-4% Pe Pv BL 2.1570 66.64 5.85 120 0.036038 7-11 Pt 0.285 203 204 15-111/2 15-11% 22.86 6.773 7.058 Flow (q)from Route 6 7-11 Pe Pv BL 2.1570 89.85 7.89 120 0.062632 12-81/2 Pf 1.567 204 205 15-111/2 15-2 23.20 7.058 8.968 Flow (q) from Route 8 2E(6'-2) 12-3% 25-0 Pe Pv 0.343 BL 2.1570 114.89 10.09 120 0.098695 13-101/2 Pt 4.830 205 206 15-2 14-81/2 25.04 8.968 13.997 Flow (q) from Route 12 2E(6'-2), fl(10'-51/2), P0(12-31/2) 35-1 48-11% Pe Pv 0.199 CM 4.2600 230.47 5.19 120 0.013009 10-3% Pf 0.134 206 207 14-8'/. 14-81/2 115.58 13.997 14.131 Flow (q) from Route 2 10-31/2 Pe Pv CM 4.2600 331.56 7.46 120 0.025495 7-11 Pt 0.202 207 208 14-81/2 14-81/2 101.09 14.131 14.333 Flow (q) from Route 9 7-11 Pe Pv CM 4.2600 388.87 8.75 120 0.034243 404-0 Pf 18.108 208 209 14-81/2 25-6 57.31 14.333 27.754 Flow (q) from Route 15 11fE(8'-111/2), 1(264) 124-10 528-10 Pe Pv -4.688 CM 6.3570 388.87 3.93 120 0.004875 2-1% Pt 0.010 209 210 25-6 27-71/2 27.754 26.851 2-1'!. Pc Pv -0.913 CM 8.2490 388.87 2.33 120 0.001371 169-31/2 Pt 0.379 210 211 27-71/2 29-21/2 26.851 26.539 7LtE(15-3), SYS 5 (TOR) 106-10% 276-2 Pc Pv -0.690 FR 8.2490 388.87 2.33 120 0.001371 25-51/2 Pt 0.127 211 212 29-21/2 2-11 26.539 38.070 CV(52'-l0), BV(14'-1), SYS 5 (B OR) 66-111/2 92-41/2 Pc Pv 11.404 CM 8.2490 388.87 2.33 120 0.001371 16-0 Pf 0.291 212 11 2-11 0-6 38.070 39.413 4LtE(15-3), T(41'-11/2), P0(41-1 %), CV(52'-10) 196-1% 212-2 Pc Pv 1.052 CM 10.4000 388.87 1.47 140 0.000333 4-6 Pt 0.010 11 10 0-6 4-0 39.413 41.368 LtE(25'-6) 25-6 30-0 Pc Pv 1.945 UG 9.5100 388.87 1.76 150 0.000454 82-61/2 Pf 0.058 10 9 4-0 4-0 41.368 41.426 2EE(12'-lO%), LtE(18'-g) 44-6 127-01/2 Pc Pv CM 10.4000 388.87 1.47 140 0.000333 10-0 Pt 2.529 9 8 4-0 4-0 41.426 43.955 3LtE(25-6), CV(-2.500) 76'-61/2 86-6% Pc Pv UG 9.5100 388.87 1.76 150 0.000454 14-2 Pt 0.053 8 7 4-0 4-0 43.955 44.007 PIV(5-10), 2LtE(18'-9), T(58'-61/2 101-10% 116-0 Pc Pv UG 7.7100 638.87 4.39 150 0.003158 5-0 pt 0.068 7 6 4-0 4-0 250.00 44.007 44.075 LtE(16-7) 16-7 21-7 Pc Pv UG 11.3100 638.87 2.04 150 0.000489 138-0 Pt 0.085 6 5 4-0 17-0 44.075 35.056 EE(15'-l), LtE(20'-101/2) 35-111/2 174-0 Pc Pv -9.104 UG 12.4600 638.87 1.68 140 0.000346 12-0 Pt 3.760 5 4 17-0 17-0 35.056 38.816 3LtE(29-6), BFP(-3.725) 88-5% 100-5% Pc Pv UG 11.3100 638.87 2.04 150 0.000489 19-0 Pt 0.019 4 3 17-0 17-0 38.816 38.835 LtE(20-101/2) 20-101/2 39-10% Pc Pv f, © M.E.P.CAD, Inc. ijAutoSPRlNK 2018 04.4.5.0 10/11/2022 9:24:07AM Page 7 1111Hydraulic Analysis Job Number: 22-3632-02 o.,....+ n,.,.;,,,;.,. Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 11.3100 638.87 2.04 150 0.000489 147-4 Pf 0.087 3 2 17-0 7-0 38.835 43.258 E(31'-4) 31-4 178'-8 Pe Pv 4.335 UG 15.9200 638.87 1.03 150 0.000092 10-0 Pf 0.001 2 1 7-0 7'O 43.258 43.259 Water Supply 10-0 Pe Pv 0.00 Hose Allowance At Source 1 638.87 Route ..... BL 1.0490 22.36 8.30 120 0.159986 2-2 Pf 1.147 2102 213 10-0 15-2 22.36 8 7.814 6.720 Sprinkler, P0(5-0), fd 5-0 7-2 Pe Pv -2.240 BL 2.1570 22.36 1.96 120 0.004780 9-11% Pf 0.106 213 214 15-2 15-111/2 6.720 6.483 2E(6'-2) 12-3% 22'-3 Pe Pv -0.343 BL 2.1570 44.86 3.94 120 0.017327 9,-11 Pf 0.172 214 215 15-11% 15-111/2 22.50 6.483 6.655 Flow (q) from Route 3 9-11 Pe Pv BL 2.1570 67.57 5.93 120 0.036968 7-11 Pf 0.293 215 216 15-111/2 15-11% 22.71 6.655 6.948 Flow (q) from Route 5 7-11 Pe Pv BL 2.1570 90.64 7.96 120 0.063655 12-81/2 Pf 1.592 216 217 15-11'!. 15-2 23.07 6.948 8.883 Flow (q) from Route 7 2E(6-2) 12-3% 25-0 Pe Pv 0.343 BL 2.1570 115.58 10.15 120 0.099802 13-101/2 Pf 4.884 217 218 15-2 14-81/2 24.94 8.883 13.966 Flow (q) from Route 11 2E(6'-2), fT(10'-5%), P0(12-3%) 35-1 48-11% Pe Pv 0.199 CM 4.2600 115.58 2.60 120 0.003629 8'-5 t0.030 218 206 14-8% 14-8% 13.966 13.997 8'-5 e ~Pv =. ..... Route 3 ..... BL 1.0490 22.50 8.35 120 0.161759 2'-2 Pf 1.159 2103 214 10-0 15-11% 22.50 8 7.907 6.483 Sprinkler, P0(5-0), fd 5-0 7'-2 Pe Pv -2.583 Route ..... BL 1.0490 22.62 8.40 120 0.163442 2'-2 Pf 1.171 2104 202 10-0 15-111/2 22.62 8 7.996 6.585 Sprinkler, P0(5-0), fd 5-0 7-2 Pe Pv -2.583 Route ..... BL 1.0490 22.71 8.43 120 0.164620 2'-2 Pt 1.180 2105 215 10-0 15-111/2 22.71 8 8.059 6.655 Sprinkler, P0(5-0), fd 5-0 7'-2 Pe Pv -2.583 =...... Route 6 ..... BL 1.0490 22.86 8.48 120 0.166577 2'-2 Pt 1.194 2106 203 10-0 15-111/2 22.86 8 8.162 6.773 Sprinkler, P0(5-0), fd 5-0 7'-2 Pe Pv -2.583 =. ..... Route l ..... EL 1.0490 23.07 8.56 120 0.169485 2'-2 Pf 1.215 2107 216 10-0 1611% 23.07 8 8.316 6.948 Sprinkler, P0(5-0), fd 5-0 7-2 Pe Pv -2.583 Route ..... BL 1.0490 23.20 8.61 120 0.171315 2-2 Pt 1.228 2108 204 10-0 15-111/2 23.20 8 8.413 7.058 Sprinkler, P0(5-0), fd 5-0 7'-2 Pe Pv -2.583 =. ..... Route 9 ..... EL 1.0490 24.82 9.21 120 0.193969 2'-2 Pt 1.390 2109 219 10-0 15-111/2 24.82 8 9.622 8.429 Sprinkler, P0(5-0), fd 5-0 7-2 Pe Pv -2.583 BL 2.1570 24.82 2.18 120 0.005795 114% Pf 0.066 219 220 15-111/2 15-111/2 8.429 8.495 11-4% Pe Pv BL 2.1570 49.71 4.36 120 0.020950 7-11 Pt 0.166 220 221 15-111/2 15-11% 24.89 8.495 8.661 Flow (q) from Route 10 7-11 Pe Pv BL 2.1570 74.79 6.57 120 0.044603 12-81/2 Pt 1.116 221 222 15-111/2 15-2 25.08 8.661 10.120 Flow (q) from Route 13 2E(6'-2) 12-3% 25-0 Pe Pv 0.343 M.E.P.CAD, Inc. JAutoSPRINK 2018 v14.4.5.0 10/11/2022 9:24:07AM Page 8 1111 Hydraulic Analysis L) Job Number: 22-3632-02 Reoort Description: Remote Area # 2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 101.09 8.88 120 0.077896 13101,4 Pf 3.812 222 207 15-2 14-8/z 26.30 10.120 14.131 Flow (q) from Route 14 2E(6-2), fT(10'-5%), P0(12'-3'/) 35-1 48-11% Pe Pv 0.199 Route 10 ..... BL 1.0490 24.89 9.24 120 0.195052 2-2 Pf 1.398 2110 220 10-0 15'-11'A 24.89 8 9.681 8.495 Sprinkler, P0(5-0), fd 5-0 7-2 Pe ~Pv -2.583 - Routell ..... BL 1.0490 24.94 9.26 120 0.195791 2-2 Pt 1.403 2111 217 10-0 15-2 24.94 8 9.720 8.883 Sprinkler, P0(5-U) Id 5-0 7-2 Pe Pv -2.240 Route 12 ..... BL 1.0490 25.04 9.29 120 0.197182 2-2 Pf 1.413 2112 205 10-0 15-2 25.04 8 9.795 8.968 Sprinkler, P0(5-0), Id 5-0 7'-2 Pe Pv -2.240 =. ..... Route 13 ..... BL 1.0490 25.08 9.31 120 0.197777 2'-2 Pf 1.417 2113 221 10-0 15-11% 25.08 8 9.827 8.661 Sprinkler, P0(5-0), fd 5-0 7-2 Pe Pv -2.583 Route 14 ..... BL 1.0490 26.30 9.77 120 0.216045 2'-2 Pf 1.548 2114 222 10-0 15-2 26.30 8 10.812 10.120 Sprinkler, P0(5-0), Id 5-0 7'-2 Pe Pv -2.240 Route 15 ..... BL 1.0490 28.59 10.61 120 0.252085 2-2 Pf 1.807 2115 223 10-0 15-81/2 28.59 8 12.774 12.100 Sprinkler, P0(5-0), Id 6-0 7-2 Pe Pv -2.481 BL 2.1570 28.59 2.51 120 0.007531 12'-3'/2 Pf 0.130 223 224 15-8% 15-111/2 12.100 12.127 2EE(2'-51/2) 4-11 17-2% Pe Pv -0.102 BL 2.1570 57.31 5.03 120 0.027263 38-3% Pt 1.664 224 208 15-111/2 14-81/2 28.72 12.127 14.333 Flow (q) from Route 16 fT(10-5'/4, P0(12-3%) 22'-9 61-0% Pe Pv 0.542 Route 16 ..... BL 1.0490 28.72 10.66 120 0.254175 2'-2 Pt 1.822 2116 224 101-0 15-111/2 28.72 8 12.889 12.127 Sprinkler, P0(5-U), Id 5-0 7'-2 Pe Pv -2.583 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor C Value Multiplier Value OIC lOU 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 , © M.E.P.CAD, Inc. ]AutoSPRlNK 2018 v1 4.4.5.0 10/11(2022 9:24:07AM Page 9 ~jjjjHydraufic Analysis Job Number: 22-3632-02 rceport uescrlpuon: remote Area Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AC Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SF Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point n a pipe i E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Fe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao © M.E.P.CAD, Inc. JAutoSPRlNK 2018 v14.4.5.0 10/11/2022 9:24:07AM Page 10 IfliCheck Point Gauge Data Job Number: 22-3632-02 Reøort Descriotion: Remote Area # 2 Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) SYS 3 (BOR) 0.000 0 0.00 125.491 4-1% SYS 3 (TOR) 0.000 0 0.00 113.967 30-8% SYS 4 (BOR) 38.093 0 0.00 126.022 2-11 SYS 4 (TOR) 26.292 0 0.00 114.220 30-1% SYS 5 (BOR) 38.070 1 63.02 388.87 126.022 2-11 SYS 5 (TOR) 26.539 75.49 -388.87 114.617 29-21/2 1,©M.E.P.CAD, Inc. AutoSPRINK 2018 v1 4.4.5.0 10/11/2022 9:24:08AM Page 11 1111RIser Tag Job MILLIPORE SIGMA TENANT IMPROVEMENT 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Job Number: 22-3632-02 4 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Ordinary Group I 492 16 8 0 0.150gpm/ft2 0.253g p rn/ft2 1500.00ft2 (Actual 1535.96ft2) Demand At Base Of Riser (SYS 5 (BOR)) Total Demand Flow(gpm): 388.87 Pressure(psi): 38.070 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): 638.87 Total Demand Pressure(psi): 43.259 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 10/11/2022 9:24:09AM Page 12 1111 Hydraulic Overview Job Number: 22-3632-02 Reoort DescriotionfoteAreW Job Job Nun,bor Design Engineer 22-3632-02 Samuel Vernola Job Name: MILLIPORE SIGMA TENANT IMPROVEMENT pt,Ona (858) 513-4949 FAd Address 1 2827 Whiptail Loop Slate CertfioaOOr/ILioenoe Number C-16-588039 Address 2 Carlsbad, CA 92010 0kb City of Carlsbad Address 3 209-210-26 Job Site/Building 2827 Whiptail Loop System Density Area olopptaation 0.150gpm/ft2 1500.0oft2 (Actual 1280.78ft2) Moor Demanding Sprtnk/Dr Data Floss Streams 5.6 K-Factor 19.50 at 12.125 250.00 Covuraga Per Op/Ink/or Numb/B/B Sprinaers Calculated 130.00ft2 10 Syst.rrr Pr5ssure O.nrerd Ore/em F/as Demand 41.063 451.73 Total Demand 451.73 @41.063 Pressure neeutt +88.895(68.4%) Supplies Check Point Gauges Node Name Flow(ppmt Hose Flow(cinm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(npm) 1 Water Supply 2500.00 130.000 129.000 SYS 4 (TOR) 23.979 0 0.00 SYS 5 (TOR) 26.539 0 0.00 SYS 5 (BOR) 38.070 0 0.00 SYS 4 (BOR) 35.781 0 0.00 SYS 3 (BOR) 35.234 33.99 201.73 SYS 3 (TOR) 23.693 41.44 201.73 22-3632-02 FPX Lvi 1_SCH10_40_V18.cad Water Supply at Node 1(2500.00, 0.00, 130.000, 129.000) 150- 1 135111 Static Pressure 130.000 - 500.00 @ 129.000!-- 'j'0' T7 75 / \ r—-------- _. 60 45. 451.73@41.033- 30 System demand curve 15 o IJ—J.iLLILLJJJ.UJJ. U.LLLI.LU '.LLLLLLLL 'IllItlil 111111111 5000 3000 4000 2500 3500 4500 Water flow, gpm ,©M.E.P.CAD, Inc. P111 AutoSPRlNK2018v14.4.5.0 10/11/2022 9:27:31AM Page 1 III Hydraulic Summary Job Number: 22363202u Job Job Nuflrbe, Design Engineer 22-3632-02 Samuel Vernola Job Name: MILLIPORE SIGMA TENANT IMPROVEMENT State CerrlflcatiorvlJcense Number C-16-588039 Address 1 2827 Whiptail Loop AHJ City of Carlsbad Address 2 Carlsbad, CA 92010 Job Silelouilding 2827 Whiptail Loop Address 3 Droeing Name 209-210-26 22-3632-02FPXLvl 1_SCH10_40_V18.cad System Remote Area(s) Most Demanding Sprinkler Data Sooruponoy Job SirS, 5.6 K-Factor 19.50 at 12.125 Ordinary Group I How dulsoea000At Source Density flea olbppiloadon 0.00 0.1 50gpmIft 1500.00ft2 (Actual 1280.78ft) Addibonal Hose Supplies Number 01 Sprinklers Catouulated 0000rsge Per Sprinkler Node Flow(gpm) 10 130.00ft Hose At Node 7 250.00 50101 Hose Streams 250.00 System Flow Demand Total Water Required (tnduding Hoeo Allowence) 451.73 451.73 Maelmrum Pressure dnbalarroe In Loops 0.000 Mestmum Velocity Above brooM 17.71 between nodes 305 and 304 Maoimum Velocity UndorSrourd - 3.10 between nodes 6 and 7 Volume capacilyorWotPip,s Volume oapao:tyoforyPlpee 6747.89ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 130.000 129.000 I 2500.00 129.958 451.73 41.063 88.895 Contractor Corbateor Number 22-3632-02 Contact Nam e Samuel Vernola 000laol be Designer Name otConlractor Western Fire Protection Phone (858) 513-4949 Eotenelon 1312 AddresS 1 13630 Danielson St. FAX Address 2 San Diego, CA 92064 E-mail svernola@westernfireprotection.com Address 3 Webtelte https://westernfireprotection.com , © M.E.P.CAD, Inc. r1fi AutoSPRINK 2018 04.4.5.0 10/11/2022 9:27:33AM Page 2 1111Hydraulic Graph I Job Number: 22-3632-02 Pn,r,t flreintinn Presntsu Assess R Water Supply at Node I 150- 135- --Static Pressure 130.000 _25 tcID @ 129.000 120- 105--- 9 U) 0 75— (I) U) 0 60- 45 f l .73 41. 63 30 System demand curve 15- 11111111 IIIIIII 111111111 111111111 liii III 111111111 _______ 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydryulic Greph Water Supply at Node 1 Stays: Pressure 130.000 Residual: Pressure 129.000 @2500.00 Mailable Pressure at lime of Test 129.958 @ 451.73 System O.mrd 41 .063 @ 451.73 $ystem Demard Ondateso troserdmeeoteetstseset 41.063@ 451.73 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 10/11/2022 9:27:35AM Page 3 llhydraulic Graph Job Number: 22-3632-0 SYS 3 (BOR) 150- 135--- -Static Pressure 130.000 50000 129.000 I 120— 105— - CL 2 75- 60— 01 .73 35.234 30— - H S Istern demand curve 15- 0 — a a= ILLLLU.LL 'j 111111111 111111111 IIIIIIII III 11111 11111111 L ........ %00 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydraulic Graph SYS 3 (BOR) StaUc Pressure N/A Residual: Pressure N/A Available Pressure at T.I. of Test N/A SOW. Oecrard 35.234 @201.73 Stoles Darnard llrdudire flossullosro.at Soaosl 35.234 @ N/A . © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 10/11/2022 9:27:35AM Page 4 111 1summary Of Outfiowing Devices Job Number: 22-3632-02 Report Description: Remote Area # 3 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 41.377 c Sprinkler 3201 19.50 19.50 5.6 12.125 Sprinkler 3202 19.58 19.50 5.6 12.231 Sprinkler 3203 20.08 19.50 5.6 12.853 Sprinkler 3204 20.12 19.50 5.6 12.909 Sprinkler 3205 20.17 19.50 5.6 12.967 Sprinkler 3206 20.19 19.50 5.6 13.002 Sprinkler 3207 20.31 19.50 5.6 13.152 Sprinkler 3208 20.35 19.50 5.6 13.204 Sprinkler 3209 20.58 19.50 5.6 13.504 Sprinkler 3210 20.86 19.50 5.6 13.872 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 10/11/2022 9:27:43AM Page 5 1111 Node Analysis Job Number: 22-3632-02' Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 7-0 S 41.063 451.73 7 4-0 T(58-61/2) 41.377 250.00 3201 12-8 Spr(-12.125) 12.125 19.50 3202 12-8 Spr(-12.231) 12.231 19.58 3203 12-8 S2r(-12.853) 12.853 20.08 3204 16-2 Spr(-12.909) 12.909 20.12 3205 16-2 Spr(-12.967) 12.967 20.17 3206 16-2 Spr(-13.002) 13.002 20.19 3207 16-2 Spr(-13.152) 13.152 20.31 3208 12-8 Spr(-13.204) 13.204 20.35 3209 12-8 Spr(-13.504) 13.504 20.58 3210 12-8 Spr(-13.872) 13.872 20.86 2 7-0 E(31-4) 41.063 3 17-0 LtE(20-101/.) 36.681 4 17-0 LtE(29-6) 36.671 5 17-0 LtE(20-101/2) 32.353 6 4-0 LtE(16-7) 41.413 8 4-0 LtE(25-6) 41.361 9 4-0 LtE(18-9) 38.852 10 4-0 LtE(25'-6) 38.835 11 0-6 36.887 301 12-8 P0(5-0) 14.364 302 12-8 P0(5-0) 14.412 303 12-8 P0(5-0) 14.802 304 13-71/2 fT(10-5'h) 16.676 305 29-11 1(11-1) 23.615 306 32-31/. E(17-7) 22.840 307 30-81/2 LtE(15'-3), SYS 3 (TOR) 23.693 308 4-11/2 BV(14'-l), SYS 3 (BOR) 35.234 309 16-2 P0(5-0) 14.349 310 16-2 P0(5-0) 13.787 311 16-2 P0(5-0) 13.824 312 16-2 P0(5-0) 14.053 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 10/11/2022 9:27:44AM Page 6 111 1Hydraulic Analysis Job Number: 22-3632-02 Renort Descriotion: Remote Area # 3 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary __ Route l ..... BL 1.0490 19.50 7.24 120 0.124177 11-0% Pt 2.239 3201 301 12-8 12-8 19.50 5.6 12.125 14.364 Sprinkler, E(2'-O), P0(5-0) 7-0 18'0t/2 Pe Pv BL 2.1570 39.08 3.43 120 0.013428 3-61/2 Pf 0.048 301 302 12-8 12-8 19.58 14.364 14.412 Flow (q) from Route 2 3-6% Pe Pv BL 2.1570 79.74 7.00 120 0.050223 7-9% Pt 0.390 302 303 12-8 12-8 20.08 + 20.58 14.412 14.802 Flow (q) from Route 3 and 9 7-9% Pe Pv BL 2.1570 120.95 10.62 120 0.108543 6-4 Pt 2.290 303 304 12-8 13-71/2 20.35 + 20.86 14.802 16.676 Flow (q) from Route 8 and 10 fE(4'-31/2), fT(10'-51/2) 14-9 21-1 Pe Pv -0.415 BL 2.1570 201.73 17.71 120 0.279669 28-6 Pt 13.997 304 305 13-71/2 29-11 80.79 16.676 23.615 Flow (q) from Route 4 fE(4'-31/2), E(6-2), T(11-1) 21-6% 50-0% Pe Pv -7.058 CM 6.3570 201.73 2.04 120 0.001448 131-111/2 Pt 0.267 305 306 29-11 32-31/2 23.615 22.840 3E(17'-7) 52-9% 184-9 Pe Pv -1.042 CM 8.2490 201.73 1.21 120 0.000407 322-61/2 Pt 0.163 306 307 32-31/2 30-81/2 22.840 23.693 EE(10'-7), E(21'-11/2), 3LtE(15'-3) SYS 3 (TOR) 77'-6 400-0% Pe Pv 0.689 FR 8.2490 201.73 1.21 120 0.000407 26-4 Pt 0.016 307 308 30-81/2 4-1% 23.693 35.234 BV(14'-l), SYS 3 (BOR) 14-1 40-5 Pe Pv 11.524 CM 8.2490 201.73 1.21 120 0.000407 8-41/2 Pt 0.071 308 11 4-1% 0-6 35.234 36.887 T(41'-11/2), P0(41-1%), 2LtE(15- 3), CV(52-10) 165-7% 173-11% Pc Pv 1.583 CM 10.4000 201.73 0.76 140 0.000099 4-6 Pt 0.003 11 10 0-6 4-0 36.887 38.835 LtE(25'-6) 25-6 30-0 Pc Pv 1.945 UG 9.5100 201.73 0.91 150 0.000135 82-61/2 Pt 0.017 10 9 4-0 4-0 38.835 38.852 2EE(12'-101/2), LtE(18'-9) 44-6 127-01/2 Pc Pv CM 10.4000 201.73 0.76 140 0.000099 10,-0 Pt 2.509 9 8 4-0 4-0 38.852 41.361 3LtE(25'-6), CV(-2.500) 76-6% 86-6% Pc Pv UG 9.5100 201.73 0.91 150 0.000135 14-2 Pt 0.016 8 7 4-0 4-0 41.361 41.377 PIV(5-10), 2LtE(18'-9), T(58'-6% 101-10% 116-0 Pc Pv U 7.7100 451.73 3.10 150 0.001663 5-0 Pt 0.036 7 6 -4-0 4-0 250.00 41.377 41.413 LtE(16'-7) 16-7 21-7 Pc Pv UG 11.3100 451.73 1.44 150 0.000257 138-0 Pt 0.045 6 5 4-0 17-0 41.413 32.353 EE(15'-l), LtE(20'-101/2) 35-11% 174-0 Pc Pv -9.104 UG 12.4600 451.73 1.19 140 0.000182 12-0 Pt 4.318 5 4 17-0 17-0 32.353 36.671 3LtE(29'-6), BFP(-4.300) 88-51/2 100-51/2 Pc Pv UG 11.3100 451.73 1.44 150 0.000257 19,-0 Pt 0.010 4 3 17-0 17-0 36.671 36.681 LtE(20'-10%) 20-101/2 39-10% Pc Pv UG 11.3100 451.73 1.44 150 0.000257 147-4 Pt 0.046 3 2 17-0 7-U 36.681 41.063 E(31-4) 31-4 178-8 Pc Pv 4.335 UG 15.9200 451.73 0.73 150 0.000049 10,-0 Pt 0.000 2 1 7-U 7'U 41.063 41.063 Water Supply 10,-0 Pc Pv 0.00 Hose Allowance At Source 1 451.73 -Route2 ..... BL 1.0490 19.58 7.27 120 0.125174 10-0% Pt 2.133 3202 301 12-8 12-8 19.58 5.6 12.231 14.364 Sprinkler, E(2'-U), P0(5-U) 7'-U 17-0% 1Pv Pc , © M.E.P.CAD, Inc. JAutoSPRlNK 2018 v1 4.4.5.0 10/11/2022 9:27:45AM Page 7 1111 Hydrau1ic Analysis Job Number: 22-3632-0 Pnnrt fl ,,f,,,, A.. 44 Q Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route ..... BL 1.0490 20.08 7.45 120 0.131058 6-10% Pf 1.558 3203 302 12-8 12-8 20.08 5.6 12.853 14.412 Sprinkler, P0(5-0) 5-0 11'-lO'/z Pe Pv Route ..... BL 1.0490 20.12 7.47 120 0.131582 3-11% Pf 1.440 3204 309 16-2 16'2 20.12 5.6 12.909 14.349 Sprinkler, E(2'-O), P0(5-0) 7-0 10'-11'/ Pe Pv BL 2.1570 80.79 7.09 120 0.051450 4-9 Pt 1.226 309 304 16-2 13-71/2 60.67 14.349 16.676 Flow (q) from Route 5 2fE(4'-31/2), fT(10'-5%) 19-1 23-10 Pe Pv 1.102 Route ..... BL 1.0490 20.17 7.49 120 0.132130 1'21/2 Pt 0.820 3205 310 16-2 16-2 20.17 5.6 12.967 13.787 Sprinkler, P0(5-0) 5-0 6-2% Pc Pv BL 2.1570 20.17 1.77 120 0.003948 9-4 Pt 0.037 310 311 16-2 16-2 13.787 13.824 9-4 Pe Pv BL 2.1570 40.36 3.54 120 0.014249 11-8% Pt 0.228 311 312 16-2 16-2 20.19 13.824 14.053 Flow (q) from Route 6 fE(4'3%) 4-31/2 16-0% Pe Pv BL 2.1570 60.67 5.33 120 0.030288 9-9% Pt 0.296 312 309 16-2 16-2 20.31 14.053 14.349 Flow (q) from Route 7 9-9% Pc Pv =. ..... Route 6 ..... BL 1.0490 20.19 7.50 120 0.132459 1-2% Pt 0.822 3206 311 16-2 16-2 20.19 5.6 13.002 13.824 Sprinkler, P0(5-0) 5-0 6-2% Pc Pv =. ..... Route 7 ..... BL 1.0490 20.31 7.54 120 0.133877 1-8% Pt 0.900 3207 312 16-2 16-2 20.31 5.6 13.152 14.053 Sprinkler, P0(5-0) 5-0 6-8% Pc Pv Route ..... BL 1.0490 20.35 7.55 120 0.134366 6-10% Pt 1.598 3208 303 12-8 12-8 20.35 5.6 13.204 14.802 Sprinkler, P0(5-0) 5-0 11'-10% Pc Pv =. ..... Route 9 ..... BL 1.0490 20.58 7.64 120 0.137186 1-7% Pt 0.907 3209 302 12-8 12-8 20.58 5.6 13.504 14.412 Sprinkler, P0(5-0) 5-0 6-71/2 Pc Pv Route 10 ..... BL 1.0490 20.86 7.74 120 0.140637 1-7% Pf 0.930 3210 303 12-8 12-8 20.86 5.6 13.872 14.802 Sprinkler, P0(5-0) 5-0 6-71/2 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C'120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter k 487 - ) - Factor IC Value Multiplier Value 0fC 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 © M.E.P.CAD, Inc. 1JAutoSPRlNK 2018 v14.4.5.0 10/11/2022 9:27:45AM Page 8 1111Hydrau1ic _Analysis Job Number: 22-3632-02 Report Description: Remote Area #3 Pipe Type Diameter Flow Velocity HWC Friction Loss I Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing ON Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps DV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90 FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90 Elbow UG Underground Pt Pressure loss due to friction between points EE 45 Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90 FireLock(TM) Elbow fEE 45 FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge G!oV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cat , © M.E.P.CAD, Inc. §jAutoSPRINK 2018 04.4.5.0 10/11/2022 9:27:45AM Page 9 MOICheck Point Gauge Data I Job Number: 22-3632-02'.' Rnrt flasgrintinn RAmnt Ar f Gauge Pressure(psi) K-Factor(K) Flow( pm) Inlet Static Pressure(psi) Elevation(Foot) SYS 3 (BOR) 35.234 33.99 201.73 125.491 4-1'/2 SYS 3 (TOR) 23.693 41.44 201.73 113.967 30-8% SYS 4 (BOR) 35.781 0 0.00 126.022 2-11 SYS 4 (TOR) 23.979 0 0.00 114.220 30-1% SYS 5 (BOR) 38.070 0 0.00 126.022 2-11 SYS 5 (TOR) 26.539 0 0.00 114.617 29-21/2 , © M.E.P.CAD, Inc. Q1 AutoSPRINK 2018 04.4.5.0 10/11/2022 9:27:47AM Page 10 IRiser Tag Job MILLIPORE SIGMA TENANT IMPROVEMENT 2827 Whiptail Loop Carlsbad, CA 92010 209-210-26 Job Number: 22-3632-02 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Ordinary Group I 492 10 5.6 0 0.1 50gpm/ft2 0.1 58gpm/ft2 1500.00ft2 (Actual 1280.78ft2) Demand At Base Of Riser (SYS 3 (BOR)) Total Demand Flow(gpm): 201.73 Pressure(psi): 35.234 Water Supply Information At Time Of Design Static Pressure(psi): 130.000 Residual Pressure(psi): 129.000 Supply Flow(gpm): 2500.00 Total Demand Flow(gpm): 451.73 Total Demand Pressure(psi): 41-063 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 10/11/2022 9:27:48AM Page 13 Western Fire Protection Inc. Millipore Sigma TMI 2827 Whiptail Loop Carlsbad, CA 92010 Western Job# 22-3632-02 FIRE SPRINKLER SYSTEM MATERIAL DATA SUBMITTAL DUE TO AVAILABILITY, MATERIAL MAY BE SUBSTITUTED FOR LIKE EQUIVALENT 13630 Danielson Street • Poway, CA 92064 9 Phone: (858) 513-4949 • Fax: (858) 513-1322 SPRINKLERS I I I [TI LI I I (VictaulicFreLock Series FL-QF1 Standard Coverage, Quick Response Upright, Pendent and Recessed Pendent Sprinklers K2.8 (4.0), K4.2 (6.1), K5.6 (8.1)9 K8.0 (11.5) OF '/taUIiC 41.01 ITIl 1.0 PRODUCT DESCRIPTION QUICK RESPONSE UPRIGHT SPRINKLERS SIN V2815 V3402 ORIENTATION UPRIGHT V4215 il UPRIGHT UPRIGHT UPRIGHT K-FACTOR' 2.8 Imp./4.0 S.I. 4.2 Imp./6.1S.I. 5.6 Impf8.1S.I. 8.0 ImpJ11.5 S.I. CONNECTION ½" NPT/15mm BSPT 'Is" NPT/15mm BSPT ½' NPT/15mm BSPT/IGS W NPT/20mm BSPT/IGS MAX. WORKING PRESSURE 1 175 psi/1 200 kPa 175 psi/1 200 kPa 175 psi/1 200 cuLus s kPa kPa 175 psi/1 200 kPa GLOBE RE-DESIGNATION I GL2815 -4215 GL - - GLOBE EQUIVALENT __J__.-- - GL5615 GL8118 QUICK RESPONSE PENDENT SPRINKLERS SIN V2801 V4201 (V74 V3406 ORIENTATION PENDENT PENDENT PENDENT PENDENT K-FACTOR' 2.TImp./4.0S.l. 4.21mpi6.1 S.I. 5.6Impf8.1SI 8.0lmp./l1.55.I._ CONNECTION ½' NPT/15mm BSPT ½" NPT/15mm BSPT ½" NPT/15mm BSPT/1GS 3/4 NPT/20mm BSPT/IGS MAX. WORKING PRESSURE' 175 psi /i 200 kPa 175 psi /1200 kPa 175 psi /1200 kPa cU Lus 250 sV1 725 kPa - 175 psi /1200 kPa GLOBE RE-DESIGNATION GL2801 GL4201 - - GLOBE EQUIVALENT - - G15601 GL8101 QUICK RESPONSE RECESSED PENDENT SPRINKLERS SIN V2801 - V4201 tV2708. v3406 ORIENTATION PENDENT PENDENT PENDENT PENDENT K-FACTOR' 2.81mpi4.0S.I. 4.21mp./6.1 S.I. 5.61mp18.1 5.1. 8.0Impi11.55.I. CONNECTION ½" NPT/15mm BSPT ½' NPT/15rnm BSPT 1/2"NPT/15mm BSPT/IGS 1/4' NPT/20mm BSPT/IGS MAX. WORKING PRESSURE 175 psi/i 200 kPa 175 psi/1 200 kPa 175 psi/1 200 kPa cU 175 psi/i 200 kPa ESCUTCHEON j Recessed Recessed Recessed Recessed GLOBE RE-DESIGNATION GL2801 GL420i - - GLOBE EQUIVALENT - - GL5601 I GL8101 AVAILABLE GUARDS/SHIELDS SPRINKLER {V28 V42 tV27 L... V34 Upright j _____________________ • I - Pendent .J __________________ • AVAILABLE WRENCHES SPRINKLER V56-2 Réd V56 Open End V27-2 Recessed V27 Open End V34-2 Recessed V34 Open End Hex-Bit _3/16 V2815 and V4215 U V2707 and V2704 __________ __________ __________ ._• __________ __________ _________ V3402 V2801, and V42O1 V2706 and V2708 V3406 _____ U_ L. U Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Mm. Operating Pressure: UL/ FM: 7 psi/48 kPa/.5 bar VdS: 5 psi/35 kPa/.35 bar (Upright only) Temperature Rating: See tables in section 2.0 For K-Factor when pressure is measured in bar, multiply Si. units by 10.0 I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic.com 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved. 1 ictaulic victauIicenm 2.0 CERTIFICATION/LISTINGS UPRIGHT APPROVALS/LISTINGS SIN V2815 V4215 (04) V3402 Nominal K Factor Imperial 2.8 4.2 5.6 8.0 Nominal Factor 5.1.2 4.0 6.1 8.1 11.5 Orientation UPRIGHT UPRIGHT I UPRIGHT UPRIGHT Approved Temperature Ratings P/C* 1 35F/5TC 135F/57C 135FI57°C 135FI57°C 1 55FI68C 155F/68C 155F/68C 155F/68C cULus 175FI79C 175F/79°C 175F/79C 175°FI79C 200°FI93C 200°F/93C 20OF/93C 200°F/93C 286F/14C 286F/141C 286°F/141°C 286F/141C 135°F/570C 135F/57C 155F/68C 155F/68C FM - - 175°FI79C 1750F1790C 200°FI93C 200FI93°C 286F/141C 2860F/141C 135F/57°C 135F/57C 155°F/68C 155°F/68°C LPCB - - 175F/79C 175F/79°C 200°F/93°C 200°F/93°C 286°F/141C - 286F/141C - 135°F/57C 135F/57C 155F/68C 155F/68C CE - - 175F/79C 175°F/79°C 200F/93°C 200°F/93C 286F/141 OC 2860F/141 *C 135F/57C 135F/57°C 155°F/68°C 155F/68°C VdS - - 175°F/79C 175F/79C 200°F/93C 200°F/93°C 286F/141C 28&F/141°C CCC 155F/68C 155°F/68C K-ZSTZ - - 286F/141°C 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. PENDENT APPROVALS/LISTINGS SIN V2801 V4201 V2708 V3406 -• Nominal K Factor lmperial_ 2.8 - 4.2 5.6 1 8.0 Nominal K Factor SI.2 4.0 6.1 8.1 11.5 Orientation PENDENT PENDENT PENDENT I PENDENT Escutcheon Flush/Extended Flush/Extended Flush/Extended Flush/Extended Approved Temperature Ratings F/C 135F/57C 135F/57C 135F/57C 135°F/57C 155°F/68C 155F/68C (i 55°F/68C 155F/68C cULus 175°FI79C 175F/79C 175F/79°C 175F/79C 200°F/93C 200°F/93C 00°F/93C 200F/93C 286oF/141C 286°F/141°C 286°F/141°C 286F/141°C 135°F/57C 135F/57C 155°F/68°C 155F/68C FM - - 175°F179C 175F/79C 200°F/93°C 200F/93C 286°F/141C 286°F/141'C CCC 155°F/6 8C 155F/68°C K-ZSTX - - 286°F/141°C 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Where cULus Listed, Polyester and VC-250 Coatings Listed as Corrosion Resistant (V3402 with VC-250 Only) Where FM Approved, VC-250 Coating Approved as Corrosion Resistant New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the OTCR Rule 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 2 j4'tauiic victauliccom 2.0 CERTIFICATION/LISTINGS (CONTINUED) RECESSED PENDENT APPROVALS/LISTINGS SIN V2801 V4201 V27O8, V3406 Nominal 1< Factor Imperial 2.8 4.2 5.6 8.0 Nominal K Factor 51.2 4.0 6.1 8.1 11.5 Orientation PENDENT PENDENT PENDENT PENDENT Escutcheon Recessed Recessed Recessed Recessed Approved Temperature Ratings F°/C' 135"F/570C 135°F/57"C 135"F157"C 155"F/68"C 155°F/68"C 135°F/57"C 55 FI68C " :1 155"F/68"C cULus 1 75"F/79"C 1 75"F/79"C 1 75"F179"C 200"F/93"C 200°F/93C 175"F/79"C 200°F/93"C 286°F/141"C 286°F/141"C ,200"F/93°C 286"F/141 "C FM 135°F/57°C 1350F/57°C WITH ½" ADJUSTMENT - - 155°F/68°C 1 55°F168°C ESCUTCHEON ONLY 175"F/79"C 175°F1790C 200"F/93"C 200°F/93"C CCC 155°F/68"C 1 55°F/68"C K-ZSTX - - 200°F/930C 286"F/141°C 286°F/141"C 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Where cULus Listed, Polyester and VC-250 Coatings Listed as Corrosion Resistant (V3402 with VC-250 Only) Where FM Approved, VC-250 Coating Approved as Corrosion Resistant New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the 01CR Rule. 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved. vktauIir.rnm 3 ,4tauIic! victaulic.com 3.0 SPECIFICATIONS - MATERIAL Deflector: Bronze Bulb Nominal Diameter: 3.0mm Load Screw: Bronze Pip Cap: Bronze Spring Seal: PTFE coated Beryllium nickel alloy Frame: Brass Lodgement Spring: Stainless steel Installation Wrench: Ductile iron Sprinkler Frame Finishes: Brass upright or penderit I (Pjin brass) at exposed areas Chrome plated ---- 1 (yt/hite polyester painteg White recessed pendent at all finished ceilings Flat black polyester painted3,4 except for decorative ceilings such as lobbies Custom polyester painted3' 4 and conference rooms VC-2505 Not available on the Intermediate Level Style Pendent. UL Listed for corrosion resistance. UL Listed and FM Approved for corrosion resistance. NOTE For cabinets and other accessories refer to separate sheet. ?A"/tt mm rNominal make-in Pip cap and Lodgement spring spring seal Bulb 58 mm Load screw Frame Deflector 31 mm Defector Load screw Bulb Pip cap and spring seal Lodgement spring Frame L 112713 mm Nominal make-in I 1 im - ½"/13mm Nom inal make-in Frame Lodgement spring Pip cap and 2½ "! 63 m m spring seal Bulb Load screw Deflector 33 mm Deflector 37 mm Load screw Bulb Pip cap and spring seal 2½"! 63 mm Lodgement spring Frame L ½"/t3mm Nominal make-in Deflector 40mm Load screw Bulb Pip cap and 2¼"! spring seal 57 mm Lodgement spring Frame L 'As/il mm Nominal make-in 'A!'! 37 mm Load screw Bulb Pip cap and spring seal 2½"! Lodgement spring 63 mm Frame L 1/2713 mm Nominal make-in 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 4 \,htauIic victaulic.com 4.0 DIMENSIONS 23/5760 mm 2751 mm - Hole in ceiling M8 1 722 mm Max. (3/4' Ad).) 14716 mm Max. )½ Adj.) W/3 mm Mm. Typical ceiling 1W/34 mm Mm. Ad).) I 11'4/29 mm Min. (~ Ad).) I "- Finished surface P/s"/47mrnMax. I ~\W) 2As775 mm 2W/hO mm 2/51 mm - Hole in ceiling Max. Ys"13 mm Min. Typical ceiling Finished surface 114/47 mm Max k 2"A6775 mm 114/29mm Mm. (~" Ad).) 1W/34 mm Min. (½ Ad).). 2W/60 mm 2751 mm Hole in ceiling 1/25 mm Max. (Y4" Adj.) V~: 14/19mm Max. )½ Ad).) W/6 mm Mm. Typical ceiling 1346730 mm Mm. )½ Ad)) I 111s724 mm Mm. (1/4 Ad).) I Finished surface 1'%s743 mm Max. I 2'11s775 mm 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 5 I victauliccom 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS I A WARNING - I US Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation, removal, adjust- ment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from -670 FI-550C to those shown in the table below. 1-40 Victaulic FireLocklM Automatic Sprinklers Installation and Maintenance Instructions l-V9: Style V9 Victaulic FireLockTM IGSTM Instal Iation Read ynu Sprinkler Coupling Installation Instructions User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer, Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms Patented" or Patent Pending refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victuulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other Countries. I 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved, vitiaulie.tnm n. j6ltaU -Ii c (Victauliqft FireLock Model FL-QR/) Standard Coverage, Quick Response 'Jtaulicr Concealed Pendent Sprinklers, K5.6 (8.1) 41.03 1.0 PRODUCT DESCRIPTION QUICK RESPONSE CONCEALED PENDENT SPRINKLERS SIN o) V3802 V3808 ORIENTATION Concealed Pendent - Concealed Pendent Concealed Pendent K-FACTOR1 5.6 1mpi8.1 S.I. 5.6 lmp./8.1 S.I. - 5.6 Imp./8.1 S.I. CONNECTION _.1/2"NPT/15mm BSPT 1/2'NPT/15mm BSPT ½"NPT/lSmm BSPT MAX. WORKING PRESSURE 175 psi (1200 kPa) 175 psi (1200 kPa) 300ps1 (2068 kPa) ESCUTCHEON Concealed Concealed Concealed GLOBE RE-DESIGNATED GL5606 GLOBE EQUIVALENT GL5604 GL5605 AVAILABLE WRENCHES SPRINKLER J 1" ADJ Concealed V38 Concealed J V38 Concealed PENDENT I • I • CLEAN ROOM GASKET _....SPRINKLER 1ADJ Concealed V38 Concealed V38 Concealed PENDENT I • Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Mm. Operating Pressure: UL/FM: 7psi/48 kPa/.5 bar Temperature Rating: See tables in section 2.0 For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic.com V 41.03 16369 Rev B Updated 04/2021 © 2021 Victaulic Company. All rights reserved. 1 JtauIicr victaulic.com 2.0 CERTIFICATION/LISTINGS c®; (E® LISTED APPROVALS/LISTINGS SIN Cover Plate V3802 V3808 Cover Plate Nominal K Factor Imperial 5.6 - 5.6 5.6 - Nominal K Factor S.1.2 8.1 - 8.1 8.1 - Orientation Pendent - Pendent Pendent - Escutcheon Concealed - Concealed Concealed - APPROVED TEMPERATURE RATINGS F°/C° 135°F/57°C 135F/57°C 135F/57'C 135F/5C 135F/57'C cULus 1551I68°C 135°F /57°C 155°F/68°C 155°F/68°C 155°F/680C 135°F157°C 175°F/79°C 155°F/68°C 175°F/79°C 175°F/79°C 165°F/74°C 200°F/93°C 155°F/68°C 200°F/93°C 200°F/93°C - 165°F/74°C FM 155°F/68°C 1350F/57°C Standard Response Only - - 175°F/79°C - 135°F/57°C 1165°F/74°C 200°F/93°C 165°F/740C 155°F/680C 138°F/59°C LPCB - - 175°F/790C - 165°F174°C 200°F/93°C 165°F/74°C 155°F/68°C 138°F/59°C CE - - 175°F179°C - 165°F/74°C 200°F1930C 165°F/74°C CCC 155°F/68°C 135°F/570C K ZSTDY - - 200°F/93°C 135°F/57°C I165°F/74°C APPROVALS/LISTINGS WITH CLEAN ROOM GASKET SIN V38023 V38083 Cover Plate Nominal K Factor .Imperial 5.6 5.6 - - Nominal K Factor SI.2 8.1 8.1 - Orientation Pendent Pendent - Escutcheon Concealed Concealed - APPROVED TEMPERATURE RATINGS F°/C° L C US 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 135°F/57°C 155°F/68°C 175°F/79°C 200°F/93°C 135°F/57°C 135°F/57°C 165°F/74°C - 165°F/74°C 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. Recognized as standard response when clean room gasket is installed. NOTES Listings and approval as of printing. New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the 01CR Rule. 41.03 16369 Rev B Updated 04/2021 © 2021 Victsulic Company. All rights reserved. ,rt,. il;r mm 2 JtauIicr victaulic.com 3.0 SPECIFICATIONS -. MATERIAL Deflector: Bronze Bulb Nominal Diamter: 3.0 mm Load Screw: Brass Pip Cap: Brass Spring Seal: FIFE coated Beryllium nickel alloy Frame: Brass Concealed Cup: Steel Cover Plate: Steel Lodgement Spring: Stainless Steel Pin: Stainless Steel Installation Wrench: Ductile Iron Sealing Gasket: White nitrile (CLEAN ROOM USE ONLY) Cover Plate Finishes: F Concealed pendent with Chrome plated I white cover plate at Vhitepaired I decorative ceilings such as lobbies and Flat black painted conference rooms Custom painted NOTE For cabinets and other accessories refer to separate sheet. 4.0 DIMENSIONS 21S16/68 mm 2W/60 mm Hole in ceiling Cup --f]. Lodgement Spring Pip cap and spring seal 'N Bulb -..... Frame Pin -.... Typical ceiling 2W/el mm Load Screw —... 17/a"/48 mm Cover plate '3/s /82 mm __________ "— Finished surface V3802, V3808 V3802, V3808 41.03 16369 Rev B Updated 04/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 3 Jtauiic Finished surface 5mm mm row victaulic.com 4.0 DIMENSIONS (CONTINUED) Cup Pip cap and spring seal Lodgement spring Bulb Frame Load screw Pin Deflector Cover plate 2W/60 mm 2751 mm Hole in ceiling 1½/ 48 mm ow 2%/i mm 9w 1W/47 mm Typical ceiling T _ Finished surface t_ , -2~"/70mm 4mm V5606 2Y4757 mm Activated Position Clean Room Coverplate V5606 V5606 41.03 16369 Rev B Updated 04/2021 412021 Victaulic Company. All rights reserved. victaulic.com 4 ____________ lulicr 47102 mm 2W/73 mm mm mm 4mm mm mm 4mm victaulic.com 4.0 DIMENSIONS (CONTINUED) Seismic Coverplate Large Coverplate V5606 V5606 41.03 16369 Rev B Updated 04/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 5 ____________ aulicr victaulkt.nm 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS H A WARNING I FF1 Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation, removal, adjust- ment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from -67°F/-55°C. 1-40: Victaulic FireLock°° Automatic Sprinklers Installation and Maintenance Instructions I-V9; Style V9 Victaulic FireLocknM IGSTM lnstallqtionReadvrr Sprinkler Coupling Installation Instructions User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or ether intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, ores a recommendation for the use of such material, product, service, or design in the infringement of any patentor other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in POE format on our website at www.victuulic.com, Warranty Refer to the Warranty Section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 41.03 16369 Rev B Updated 04/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com J'taulic Model G5 Cover Plate (Mo G5 Cover Pl;ate With QRGaskit Model G5 Cover Plate with SR Gasket Bulletin 034 May 2022 Relimabld Features Standard Coverage, Concealed Pendent (K2.8, 4.2, 5.6, & 8.0 [40, 60, 80, & 115 metric]) Flat concealed cover plate available in a variety of finishes. Available with Stainless Steel Clad cover plate (see Table I). 3/4-inch (19 mm) cover plate adjustment. Cover plate available with optional gasket. (Model G5 Series Sprinkleri] Standard Spray, Flat Concealed Pendent Available with Gasketed Cover Plate HcH Product Description Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets. All Model G5 series sprinklers use a fusible-link operating element. The sprinklers are offered with a standard Model G5 cover plate, a Model G5 cover plate with a quick-response (OR) gasket, or a Model G5 cover plate with a standard-response (SR) gasket. Model G5 sprinklers with a gasketed cover plate are intended for use in dust free environments such as clean rooms. Model G5 sprinklers must only be used with the Model G5 cover Note: Gasket material is silicone rubber, available in white only. plate listed or approved with the sprinkler. Table A provides a summary of available Model G5 series sprinklers, along with Listing and Approval information for each sprinkler and cover plate combination. Model G5 Series Sorinkler Summry Sprinkler K-Factor Cover Plate Listings Max. Working Sprinkler Model gpm/psi1 Model and Sensitivity Pressure Identification (Umin/bar112) Approvals psi (bar) Number (SIN) G5 cULus OR FM SR G5-28 2.8 175 (12) G5 OR Gasket RA3411(40) cULus OR G5 SR Gasket cULus, FM SR G5 G5-42 4.2 (60) cULus OR 175(12) RA3413 G5QRGasket G5 SR Gasket cULus SR cULus OR 250 (17) G5 FM, LPCB, VdS, CE SR 175 (12) ____________________ G5-56 5.6 (80) RA3415 G5 OR Gasket cULus OR 250 (17) cULus SR 250(17) G5 SR Gasket FM SR 175 (12) G5 G5-56 300 5.6 (80) cULus OR 300 (21) RA4014 G5 OR Gasket G5 SR Gasket cULus SR G5 - G5-80 8.0 (115) cULus OR 175 (12) RA3412 G5 OR Gasket G5SRGasket cULus SR [G5-80f) (115) G5 FM SR RGt, 175 (12) (A34i www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2 NPT or ISO 7-1 R1!2 Nominal K-Factor: 2.8 (40 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table B) Cover Plates Model G5 Model G5 OR Gasket (cULus only) Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light Hazard only) FM Approved Model G5-28 S and Dimensions Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) 2-5/16° (58 mm) Dia. Ceiling 9mm) Max. 5/16'84mmDia. over Plate Adjustment Model G4/G5 Cover Plate r3'165 mm) Ceiling Model G5-28 Sprinkler Cover Model , G5 Listing or Approval Agency cULus FM OR SR G5 OR Gasket OR -- G5 SR Gasket SR SR 7' LuIUic-FSpOFlSe 21: Standard-response Bulletin 034 Page 2 of 9 May 2022 Reliable www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2 NPT or ISO 7-1 R1!2 Nominal K-Factor: 4.2 (60 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PIFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings (100°C) Sensitivity (See Table C) Cover Plates Model G5 Model G5 OR Gasket Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals I cULus Listed (Light Hazard only) / Model G5-42 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) /Ceiling 3/4"(l9mm)Max. Cover Plate Adjustment Model G4/G5 Cover Plate 2 3-5/16' (84 mm) Dia. Ceiling Model G5-42 Cover do del 2 _M Listing or Approval Agency cULus G5 OR G5 OR Gasket / OR SIR Gasket SR 7uuIcK-response Standard-response Bulletin 034 Page 3 of 9 May 2022 fl!iabe www.reliablesprinkler.com Technical Specifications Sprinkler Temperature Ratings Style: Fiat Concealed Pendent 165°F (74°C) Threads: 1/2" NPT or ISO 7-1 R1!2 212°F (100°C) (cULus, FM, LPCB, CE only) Nominal K-Factor: 5.6 (80 metric) Sensitivity Max. Working Pressure: (See Table D) 175 psi (12 bar) Cover Plates 250 psi (17 bar) (cULus only) Model G5 Material Specifications Model G5 QR Gasket (cULus only) Fusible Link: Beryllium Nickel Model G5 SR Gasket (cULus and FM on/) Sprinkler Body: Brass Alloy Cover Plate Finishes Levers: Bronze Alloy (See Table I) Yoke: Brass Alloy Sealing washer: Nickel with PTFE Sprinkler Wrench Load Screw: Bronze Alloy Model W3 Towers: Copper Alloy Model FC Pins: Stainless Steel Listings and Approvals Deflector: Bronze Alloy cULus Listed (Light & Ordinary Hazard only) Cup: Steel FM Approved LPCB Approved VdS Approved [165°F (74°C) only] / CE Listed (2831-CPR-S2062) / Model G5-56 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling—\ 3/4' (19 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 3-5/16° (84 mm) Dia. Ceiling Model G5-56 Cove/P te Model Listing or Approval Agency cULus FM LPCB, VdS, CE G5 OR SR SR G5 QR Gasket OR -- -- G5 SR Gasket SR SR -- UUI(Jtc-IeSpUi15e gR: Standard-response Bulletin 034 Page 4 of 9 May 2022 ReIiabI www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2 NPT or ISO 7-1 R1!2 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 300 psi (21 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F(100°C) Sensitivity (See Table E) Cover Plates Model G5 Model G5 QR Gasket Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard Model G5-56 300 Sprinkler Components and Dimensions 2-5/16' (58 mm) Dia. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4(19mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 3-5/16" (84 mm) Dia. r3'16'5 Ceiling Model G5-56 300 Cover ydel Listing or Approval Agency cULus G5 OR G5QRGasket /G5 OR SR Gasket SR QRuick-response S Standard-response Bulletin 034 Page 5 of 9 May 2022 Reliable www.reliablesprinkler.com I I I I Technical Specifications Style: Flat Concealed Pendent Threads: 3/4" NPT or ISO 7-1 R3/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table F) Cover Plates Model G5 Model G5 QR Gasket Model G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard 2-5/16' (58 mm) Dia. Ceiling -.., 3/4(19mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 3-5/16° (84 mm) Dia. Model G5-80 Sprinkler Components and Dimensions r 16' Ceiling Model 135-80 Cover Listing or Approval Agency cULus G5 OR G5 OR Gasket OR - G5SRGasket SR X uR t .r-lbpul i 2: Standard-response Bulletin 034 Page 6 of 9 May 2022 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 3/4" NPT or ISO 7-1 R3/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Stainless Steel Cup: Steel Sprinkler Temperature Ratings (F (74°C) 212°F (100°C) Sensitivity Standard Response Cover Plates Model G5 (p Gaskij Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals FM Approved Model G5-80F Sprinkler Components and Dimensions i1IIl 2-5/16' Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4 (19 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 3-5/16' (84 mm) Dia. 3/16(5 mm) Ceiling Model G5-80F Sensitivity Cover Plate Model Listing or Approval Agency FM G5 SR G5SR Gasket SR SR: Standard-response Bulletin 034 Page 7 of 9 May 2022 Reliable www.reliablesprinkler.com Installation Dimensions and Cover Plate Information Mm. to Max. Mm. to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Hole Diameter in Adjustment to Deflector Temperature Model Inch Ceiling Inch Ceiling11 Distance Rating (mm) Inch (mm) Inch below Ceiling (mm) (mm) Inch (°C) (mm) G5 3-/16 (84) (5°C) G5 OR Gasket(') 311/16 (94) 2-5/8 (67) 3/4 (19) 1 1/2 to 2 1/4 (38 to 57) 1/4 to 1 (6 to 25) or G5 SR Gasket(2) (101 mm) 165°F4 (74°C) Notes: Face of fitting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2" x 1/2" brass nipple extension (Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers. Model G5 OR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. fiQdi G5OR Gasket and Model G5SR Gasket cover plates and gaskets are not interchangeable. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (38°C). For use with 212°F (100°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (66°C). Cover Plate Finishest1t2 Standard Finishes Special Application Finishes White Paint: Off-White Paint Chrome(4) Black Paint Custom Color Paint (Specify))3) Raw Brass (Lacquered) Bright Brass(4) Finished Bronze (4) Satin Chrome (4) Stainless Steel Clad(5) Custom Printed Notes: Paint or any other coating applied over the factory finish will void all approvals and warranties. Cover plates do not carry corrosion resistant listings or approvals. Custom color paint is semi-gloss unless specified otherwise. Not listed for use with OR sealing gasket. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Alloy on the back side. Application Model G5 series sprinklers are standard coverage, flat plate concealed pendent sprinklers. The sprinklers are intended for use in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets, as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are available as either Quick-response (OR) or Standard-response (SR) depending on the approval agency and cover plate selected. Model G5 series sprinklers use Model G5 flat cover plates. Model G5 OR Gasket and G5 SR Gasket cover plates are available to limit air and dust movement through the ceiling. Listing & Approval Agencies Individual Model G5 series sprinkler may be listed or approved by the following agencies: Underwriters Laboratories, Inc. and UL Canada (cULus) Listing Category: Sprinklers, Automatic and Open Guide Number: VNIV FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS Schadenverhutung GmbH (VdS) EC-Certificate of Conformity 0832-CPD-2062 (CE) See Table A and the individual sprinkler data sheets in this Bulletin for listings and approvals applicable to each sprinkler. Installation Model G5 series sprinklers are intended to be installed in accordance with NFPA 13, FM Global Property Loss Prevention Data Sheets, and the requirements of applicable authorities having jurisdiction. Model G5 series sprinklers must not be installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation. Model G5 series sprinklers are shipped with a wrench-able protective cap that should remain on the sprinkler until the sprinkler system is placed in service following construction. Model G5 series sprinklers can be installed without removing the wrench-able protective cap using the Model W3 wrench. Alternatively, Model G5 series sprinklers can be installed using the Model FC wrench by temporarily removing the protective cap during installation of the sprinkler. The use of any other wrench to installed Model G5 series sprinklers is not permitted and may damage the sprinkler. Bulletin 034 Page B of 9 May 2022 www.reliablesprinkler.com Model FC Model W3 For use with Model G5 Series sprinklers For use with Model G5 Series sprinklers with without wrench-able cap installed wrench-able cap installed Fully insert the Model W3 wrench over the cap until it reaches the bottom of the cup, or the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model W3 and FC wrenches are designed to be turned with a standard 1/2" square drive. Tighten the sprinkler into the fitting after applying a PIFE based thread sealant to the sprinkler's threads. Recommended installation torque is specified in Table J. Installation Torque Recommended Installation Sprinkler Threads I Torque (mm. - max.) ft.lb I N.m 1/2' NPTorISO71R1/2 1 8-18 1 11-24 %" NPT or 507-1 R3/4 1 14-20 1 19-27 Do not exceed the maximum recommended torque. Exceeding the maximum recommended torque may cause leakage or impairment of the sprinkler. Use care when inserting or removing the wrench from the sprinkler to avoid damage to the sprinkler. Install the cover plate by hand, pushing and then turning the cover in the clockwise direction until it is tight against the ceiling. For Model G5 QR Gasket and Model G5 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt only. Do not glue the gasket in place or allow the gasket to overlap both the cover plate and the flange of the skirt. Maintenance Reliable Model G5 series sprinkler should-be inspected and the sprinkler system maintained in accordance with NFPA 25, as well as the requirements of any Authorities Having Jurisdiction. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non- operation. Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. Replace any sprinkler or cover plate which has been painted (other than factory applied). Properly installed Model G5 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Model G5 series sprinklers have holes in the cup that must remain unobstructed. Replace any sprinkler which has been damaged. A stock of spare sprinklers should be maintained to allow quick re-placement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com. Patents Model G5 series sprinklers may be covered by one or more of the following patents: U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327 Ordering Information Specify the following when ordering. Sprinkler Model [G5-28] [G5-42] [G5-56] [G5-56 3001 [G5-80] [G5-80F] Temperature Rating [165°F (74°C)] [212°F (100°C)] Threads [NPT or ISO 7-1] Cover Plate Model [G5, G5 QR Gasket, G5 SR Gasket] Finish (See Table I) Sprinkler Wrench Model W3 Model FC Bulletin 034 Page 9of9 May 2022 www.reliablesprinkler.com Victaulic® FireLockTM Series FL-SR Standard Coverage, Standard Response Upright Pendent and Recessed Pendent Sprinklers, Ai C_ t _au I _ic r K2.8 (4.0), K4.2 (6.1), K5.6 (8.1), K8.0 (11.5) 41.51 1.0 PRODUCT DESCRIPTION STANDARD RESPONSE UPRIGHT SPRINKLERS _SIN, - V2861 V4261 V2703 V3401 ORIENTATION UPRIGHT UPRIGHT UPRIGHT UPRIGHT KLFACTOR' 2.81mpi4.0S.I. 4.21mpi6.1 S.I. 5.61mpi8.1S.I. 8.0lmpil1.5S.l. CONNECTION MAX. WORKING PRESSURE ½" NPT/15mm BSPT 175 psi (1200 kPa) 1/2" NPT/l5mm BSPT 175 psi (1200 kPa) ½" NPT/15mm BSPT/IGS _u52 psi (1200 kPa) 3/4" NPT/20mm BSPT/IGS 175 psi (1200 kPa) GLOBE RE DESIGNATION GL2861 GL4261 ___________ GLOBE EQUIVALENT_ GL5661 GL8164 STANDARD RESPONSE PENDENT SPRINKLERS _SIN - V2851 V4251 V2707 ORIENTATION PENDENT PENDENT PENDENT PENDENT KFACTOR' 281mp/40 SA. 421mp/61S1 56Imp/81S1 80Irnpi115SI CONNECTION 1/2"NPT/l5mm BSPT ½" NPT/l5mm BSPT ½" NPT/l5mm BSPT/IGS 1/4" NPT/20mm BSPT,1GS MAX. WORKING PRESSURE 175 psi (1200 kPa) 175 psi (1200 kPa) 175 psi 175 psi (1200 kPa) GLOBE RE-DESIGNATION GL2851 GL4251 GLOBE EQUIVALENT_I GL5651 I 6L8156 STANDARD RESPONSE RECESSED PENDENT SPRINKLERS SIN V2851 V4251 V2707 ORIENTATION PENDENT PENDENT PENDENT PENDENT K-FACTOR1 - 2.8Imp./4.0 S.I. 4.2 Impi6.1 SI------ 5.6 1mpi8.1SI. 8.0 Impi11.5 S.I. CONNECTION ½"NPT/l5mmBSPT 1/2"NPT/1 5mmB5PT ½" NPT/l5mmBSPT 1/4" NPT/20mm BSPT MAX. WORKING PRESSUREi 175 psi (1200 kPa) 175 psi (1200 kPa) 175 psi (1200 kPa) cULus250 _k___- 175 psi (1200 kPa) ESCUTCHEON Recessed Recessed Recessed Recessed GLOBE RE-DESIGNATION GL2851 GL4251 GLOBEEQUIVALENT GL5651 GL8156 AVAILABLEGUARDS/SHIELDS SPRINKLER f_V28 [_V42 - V27 V34 UPRIGHT I_• PENDENT _I P_L • ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. vir-tuiIir vnm 41.51 16372 Rev A Updated 02/2021 © 2021 Victaulic Company. All rights reserved. 1 tiuIic' victauIicnm 1.0 PRODUCT DESCRIPTION (CONTINUED) AVAILABLE WRENCHES SPRINKLER V56-2 - V56 Open End V27-2 Recessed V27 Open End V34-2 Recessed V34 Open End Hex-Bit_ _3M V2861 and V4261 V2703 and V2707 V3401 ___________ ___________ ___________ ___________ ___________ • • V2851 and V4251 V2707 V3405 Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Mm. Operating Pressure: UL/FM: 7psi/48 kPa/.5 bar VdS: 5psi/35 kPal.35 bar (Upright only) Temperature Rating: See tables in section 2.0 For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0. 41.51 16372 Rev A Updated 02/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 2 \4t _au lic I I victaulic.com 2.0 CERTIFICATION/LISTINGS C®B. (E © USmII UPRIGHT APPROVALS/LISTINGS SIN V2861 V4261 V2703 V3401 Nominal Factor Imperial 2.8 - - 4.2 5.6 8.0 Nominal K Factor SI.2 4.0 6.1 8.1 11.5 Orientation UPRIGHT UPRIGHT UPRIGHT I UPRIGHT Approved Temperature Ratings F°/C° 135°F/57 °C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 1 55°F/68°C 1 55°F/68°C 175°F/79°C 175°F/79°C 1 75°F/79°C 175°F/79°C cULus 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 2867/141°C 286°F/141°C 286°F/141°C 286°F/141°C 360°F/182°C 360°F/182°C 360°F/1 82°C 360°F/1 82°C 500°F/260°C 1357/57°C 135°F/57°C 155°F/68°C 155°F/68°C FM - 175°F/79°C 175°F/79°C - 200°F/93°C 200°F/93°C 286°F/1 41 °C 286°F/1 41 °C 360°F/1 82°C 360°F/1 82°C 135°F/57°C 135°F/57°C 155°F/68°C i 55°F/68°C LP CB - - 175°F/79°C 175°F179°C 200°F/93°C 200°F/93°C 286°F/1 41°C 286°F/1 41°C 360°F/1 82°C 360°F/1 82°C 135°F/57°C i 35°F/57°C 155°F/68°C i 55°F/68°C CE - - 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 286°F/1 41°C 286°F/141°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F168°C VdS - - 175°F/79°C 175°F179°C 200°F/93°C 200°F193°C 286°F/141°C 286°F/141°C 1 55°F/68°C 155°F/68°C CCC 175°F/79°C - ZSTZ-i 5 - - 200°F/93°C - 286°F/141°C 286°F/1 41°C 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Where cULus Listed, Polyester and VC-250 Coatings Listed as Corrosion Resistant (V3401 with VC-250 Only) Where FM Approved, VC-250 Coating Approved as Corrosion Resistant New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the 01CR Rule. 41.51 16372 Rev A Updated 02/2021 © 2021 Victaulic Company. All rights reserved. *,irt,.IIia- rt%m 3 \4taulici I I I victaulic.com 2.0 CERTIFICATION/LISTINGS (CONTINUED) USTO (E r © PENDENT APPROVALS/LISTINGS SIN V2851 V4251 V2707 Nominal K Factor Imperial_ 2.8 4.2 5.6 8.0 Nominal Factor 5.1.2 4.0 6.1 8.1 11.5 * Orientation PENDENT PENDENT PENDENT PENDENT Escutcheon FlushlExtended FlushlExtended FlushlExtended FlushlExtended Approved Temperature Ratings F°/C° 135°F/57 C 135 F/57°C 135°F/57°C 135°F/57C 1 55 F/68C 155F/68C 155 F/68 C 155°F/68C cULus 1750F/790C 175F/79C 175°F/79C 200°F/93C 175°FI79 C 200F/93C 200F/93°C (2od0FI930c 286F/141°C 286'F/141 *C 286°F/141 OC - 286F/141°C 360F/182C 360F/182C 360F/1 82C 360F/182C 500°F/260C 135F/57C 135°F/57C 155°F/68°C 155°F/68C FM - 1 75F/79C 175°F/79C - 200°F/930C 200°F/930C 286'F/141 *C 286°F/1410C 360°F/1 82C 360F/182°C 155F/68C 155F/68C CCC 175F/79C - ZSTx-15 - - 200F/93°C - 286*F/141C RECESSED PENDENT APPROVALS/LISTINGS SIN V2851 V4251 V2707 - Nominal K Factor Imperial 2.8 _4.2 5.6 8.0 Nominal KFactor 51.2 4.0 6.1 8.1 11.5 Orientation PENDENT PENDENT PENDENT PENDENT Escutcheon Recessed Recessed Recessed Recessed Approved Temperature Ratings FIC° 135°F/57°C 135FI57°C 155:F/68:C 155:F/68:C 135F/57C 135F/57°C cULus 175 F/79 C 175 F/79 C 155F/68C 155°F/68C 200F/93C 200F/93C 175F/79C 175F/79°C 200F/93°C (2O0"FI93C 28&F/141°C 286oF/141C FM 135°F/5 7°C 135°F/57°C With ½ Adjustment - - 155°F/68°C 155°F/68°C Escutcheon Only 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 155°F/68°C 155°F/68°C CCC 175°F/79°C - ZSTX-15 - - 200°F/93°C - 286°F/141°C 286°F/141°C 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Where cULus Listed, Polyester and VC-250 Coatings Listed as Corrosion Resistant (V3401 with VC-250 Only) Where FM Approved, VC-250 Coating Approved as Corrosion Resistant New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the OTCR Rule. 41.51 16372 Rev A Updated 02/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com FAI \JtauIic Deflector Load screw Bulb Pip cap and spring seal Lodgement spring Frame L 1/2"/13 mm Nominal make-in V3401 victaulic.com 3.0 SPECIFICATIONS - MATERIAL Deflector: Bronze Bulb Nominal Diameter: 5.0mm Deflector 40mm Load Screw: Bronze Load screw Pip Cap: Bronze Bulb Pip cap and 2/ / Spring Seal: PTFE coated Beryllium nickel alloy spring seaI m Lodgement spring Frame: Brass Frame Lodgement Spring: Stainless steel g6iii mm Installation Wrench: Ductile iron Nominal make-in Sprinkler Frame Finishes: V2861, V4261 Plain brass Chrome plated White recessed pendeni • I 7A6"1 atfinhedceiDngs 37 mm - - Flat black polyester painted3. 4 Deflector Custom polyester painted 3 4 Load screw Bulb VC-2505 Pip cap and 2~ / Not available on the Intermediate Level Style Pendent. spring teal 60mm Lodgement spring UL Listed for corrosion resistance. Frame UL Listed and FM Approved for corrosion resistance. 7A/1 t mmNOTE Nominal make-in For cabinets and other accessories refer to separate sheet. '12703 1g/ Mm Nominal make-in Lodgement spring Pip cap and spring seal 25A '/ Bulb 8m Load screw Frame Deflector 31 mm V2851, '14251 ½713 mm %711 MM inal make-in Frame 1ominalmake-in Frame Lodgement spring ______ Lodgement spring Pip cap and _________2~! t63' Pip cap and springseal Bulb 60mm spring seal mm Bulb Load Load screw screw _________ Deflector Deflector __ 25 mm 33 mm '12707 V3405 41.51 16372 Rev A Updated 02/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 5 I I I I 11 victaulic.com 4.0 DIMENSIONS 21/."/60 mm 2751 mm - Hole in ceiling W/22 mm Max. (W Adj.) W/16 mm Max. (½" Adj.) W/3 mm Mix. Typical ceiling Finished surface 1/s747 mm Max 2%"/75 mm 1W/29 mm Mm. (1/V Adj.) 11/8"/34 mm Min. (½" Adj.). V2851, V4251 2W/60 mm - 2751 mm - Hole in ceiling 1/25 mm Max. (%" Adj.) 'W"/19 mm Max. (½' Adj.) 1/4'76 mm Mix. Typical ceiling Finished surface 13A/'/30 mm Mix. (½" Adj.) IA6/24 mm Mix, (3/W Adj.) 11h6743 mm Max. 2%"/75 mm V2707 2W/6O mm 2"/51 mm Hole in ceiling 7/s"/22 mm Max. (3/4" Adj.( ½/lb mm Max. (½" Adj.) Ys"/3 mm Mix. Typical ceiling 1¼"/29 mm Mix. (3%" Adj.( 1W/34 mm Mix. (½" Adj.) Finished surface 1W/47 mm Max. 2%"/75 mm OV O5 41.51 16372 Rev A Updated 02/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 6 \J(taulic I victaulic.com 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS L Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation, removal, adjust- ment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from -67°F/-55°C. 1-40: Victaulic FireLockTM Automatic Sprinklers Installation and Maintenance Instructions I.V9- Style V9 Victaulic FireLockTM OST" Installatjon-Ready°" Sprinkler Coupling Installation Instructions User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patentor other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, eras a recommendation for the use of such material, product, service, or design in the infringement of any patentor other intellectual properly right. The terms "Patented" or Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United Staten and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.sictaalic.com. Warranty Refer to the Warranty section of the current Price Lint or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/sr other countries. 41.51 16372 Rev A Updated 02/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 7 \JtaUIiIll FireLockTM Series FL-QR/DRY Standard Coverage, Quick Response Dry, Upright, Pendent and X,htuiicr Recessed Pendent SprinkIers(K5.6(8.1), K8.0 (11.5) 45.01 1.0 PRODUCT DESCRIPTION UPRIGHT QUICK RESPONSE DRY SPRINKLERS SIN V3602 V3604 ORIENTATION UPRIGHT UPRIGHT K FACTOR' 561mp/81S1 801mp/11551 CONNECTION 1" NPT/25mm BSPT/1" IGS 1" NPT/25mm BSPT/1" IGS MAXWORKING PRESSURE 175ps1(1200kPa) 175 psi (1200 kPa) - ESCUTCHEON Plain Plain - GLOBE EQUIVALENT GL5639 GL8139 PENDENT QUICK RESPONSE DRY SPRINKLERS SIN V3606 V36O8 ORIENTATION PENDENT PENDENT KFACTOR' 5.61mpJ8.15.I. 8.Olmpill.5S.l. CONNECTION 1 NPT/25mm 8SPT/1 IGS 1' NPT/25mm BSPT/1 IGS MAX WORKING PRESSURE 175 psi (l200kPa) - 175 psi (1200 kPa)., ESCUTCHEON PIain/FIusS/Sleeve and Skirt'Extended Plain/Flush/Sleeve and Skirt/Extended GLOBE EQUIVALENT GL5635 GL8135 RECESSED PENDENT QUICK RESPONSE DRY SPRINKLERS SIN V3606 V3608 ORIENTATION PENDENT PENDENT K-FACTOR' ., 5.61mp./8.1 S.I. - - 8.0lmpf11.55.l. CONNECTION 1" NPT/25mm BSPT/1' IGS 1" NPT/25mm BSPT/1' IGS MAX WORKING PRESSURE 175 psi (1200 kPa) 175 psi (1200kPa) ESCUTCHEON Recessed Recessed GLOBE EQUIVALENT GL5635 - GL8135 - AVAILABLE GUARDS/SHIELDS SPRINKLER T V34N36 [V34N36 Intermediate Shield [ V34/V36 Int. Shield/Guard Upright • I • Pendent • U AVAILABLE WRENCHES -Sprinkler-.,____, V36 Recessed V36 Open End 3/16 Hex Bit (V9) Upright j • • Pendent • I • I • Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Mm. Operating Pressure: Pendent: 7 psi/48 kPa/.5 bar Upright: 12 psi/83 kPa/0.8 bar Temperature Rating: See tables in section 2.0 For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic.com 45.01 15896 Rev B Updated 06/2021 8 2021 Victaulic Company. All rights reserved. 1 X iCtaUIIC I victaulic.com 2.0 CERTIFICATION/LISTINGS APPROVALS/LISTINGS SIN V3602 V3604 Nominal Factor Imperial 5.6 8.0 Nominal K Factor 5.1.2 8.1 11.5 Orientation Upright Upright Escutcheon Plain Plain Approved Temperature Ratings F°/C 135F/57*c 135F/57*C cULus 155F/68C 155F/68°C 200°F/93C 200°F193°C 286F/141C 286°F/141 C 135°F/57C 135F/57C FM 155°F/68°C 155F/68°C 200F/93C 2860F/141C 200FI93°C CCC 155F/68°C APPROVALS/LISTINGS SIN V3606 V3608 V3606 V3608 Nominal K Factor Imperial 5.6 8.0 5.6 8.0 Nominal K Factor 5.1.2 8.1 11.5 8.1 - 11.5 _Orientation Pendent Pendent Pendent Pendent Escutcheon Plain, Flush, Sly & Skt, Ext Plain, Flush, Sly & Skt, Ext Recessed Recessed Approved Temperature Ratings F/C° 135Ff57°C 135°F/57C 135F/57C 135°F/57C 155F/68c cUL us 1550F/68C 155F/68C 155F/68C (2000F/93oC 200F/93C 200°F/93C 200F/93°C - I 286FI141C 286°F/141°C 286*F/141C 286F/141°C 135F/57°C 135°F/57C 1350F/570C 1350F/57C FM 155°F/68C 155F/68°C 155 F/68C 155 F/68C 200FI93°C 200F/93°C 200 /93 C 200 F/93 C ______________________ 286°F/141C 286°F/141°C CCC 155F/68°C - 155F/68°C - 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Temperatures are listed for all hazards and approved for V3605 and V3606 dry sprinklers up to 48' length. 45.01 15896 Rev B Updated 06/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com J't _Su Iic I I I Spring seal assemfi Torsion sprir Inlet fittir Inner tut Outer tut Orifice ins Escutcheon pfi Fran Split spac Pipcs By Load scre Deflect Material Specifications V3606, V3608 Deflector Load screw Bulb Pip cap Split spacer Frame Orifice insert Outer tube Inner tube Escutcheon optional (Not provided) Torsion spring Inlet fitting Spring seal assembly Material Specifications V3602,V3604 3.0 SPECIFICATIONS - MATERIAL Deflector: Brass or Stainless Steel Bulb Nominal Diameter: 3.0mm Split Spacer: Stainless Steel Load Screw: Brass Pip Cap: Stainless Steel Spring Seal Assembly: PTFE coated Beryllium nickel alloy and stainless steel Frame: Brass Inlet Fitting: Brass Outer Tube: Galvanized steel pipe Inner Tube: Stainless Steel Orifice Insert: Stainless Steel Escutcheon/Plate: 1010 - 1018 mild steel and stainless steel Torsion Spring: SST wire Installation Wrench: Ductile iron Sprinkler Frame Finishes: Plain brass (Chrome plated) White painted34 Bright White painted34 Flat black painted3 Custom painted3 . VC-25055 Not available on the Intermediate Level Style Pendent. UL Listed for corrosion resistance. UL Listed and FM Approved for corrosion resistance. NOTES Weather resistant escutcheon available upon request. For cabinets and other accessories refer to separate sheet. 45.01 15896 Rev B updated 06/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 3 ___________ victaulic.com 4.0 DIMENSIONS Tee with same outlet size - as sprinkler thread size. r,—see LL important Installation Information",later in this eN document. PT/BSPT (2/ 51 mm Min.) 1W! 41 mm Plain Barrel, Threaded V3606, V3608 Tee with same outlet size - - -1i as sprinkler thread size. See,lmportant Installation Information',later in this document 'NPT/BSPT 13/4"144 mm Min. (11/27 Hole in ceiling rTypicai,ceinng 38 mm Mm.) - 4/101 mm '- Finished surface 2W/63 mm IGS fitting (3½'1 - - - 79 mm Mm.) L 1 WI 47 mm Plain Barrel, Grooved V3606, V3608 For wet system installation or dry/preaction systems installed in areas above 40'F/50C 1 IGS fitting F5/a"/ (2 1W/44mrnMin. 67m : Hole in ceiling T Typical ceiling 41101 mm '- Finished surface 2½'I63 mm (leeve and Skirt. Thread&J Sleeve and Skirt, Grooved V3606, V3608 For wet system installation or dry/preaction systems installed in areas above 40'F/5'C Standard offering includes made-on escutcheon with A' dimension shown above. Use the Adjustments for Optional Interchangeable Escutcheons' table when making optional field adjustments to the standard ordered escutcheon. Adjustments for Optional Interchangeable Escutcheons Escutcheon "A" Dimension Adjustment Plain Barrel - A=A Flush A=-1/4'/6mm Recessed A=+'/4"/6mm Slv/Skrt A=-1 3/a'/35mm 45.01 15896 Rev B Updated 06/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com rd A~ -0 victaulic corn 4.0 DIMENSIONS (CONTINUED) Tee with tame outlet size as sprinkler thread size. - - See'lmportantlnstallation lnformation later in this document. PT 1½'/38 mm Mm. 44 mm Min.) Hole in ceiling II _6 mm j J/Typicai ceiling 2'! I 1J Finished surface 51 mm k-3'/76 mm— Flush, Threaded V3606, V3608 Tee with same outlet size ---ii as sprinkler thread size. Information, l Installation ater in this document. PT/BSPT FA (2'! 51 mm Mm.) I I mmj I 2./[151 mm 3'/76 mm Intermediate, Threaded - V3606,V3608 For wet system installation or dry/preaction systems installed in areas above 40'F/5'C .-1'lGSfitting 1 0 A (2%'! 1½'/38 mm Min. 75 mm Mm.) r T Hole in ceiling r 6mm Typical ceiling WJA 2'/ 51 mm Finished surface 3'/76 mm Flush, Grooved V3606, V3608 For wet system installation or dry/preaction systems installed in areas above 40'F/5'C I 1' IGS fitting 0 (2 5A67 - - - 74 mm Mm.) I 1 6mm 2'! r51 mm -3776 mm Intermediate, Grooved V3606, V3608 Standard offering includes made-on escutcheon with A dimension shown above. Use the Adjustments for Optional Interchangeable Escutcheons table when making optional field adjustments to the standard ordered escutcheon. Adjustments for Interchangeable Escutcheons Escutcheon "A" Dimension Adjustment Plain Barrel A=A Flush A=-1/4 76mm Recessed A=+W'/6mm Slv/Skrt I A=-1 3,"/35mm 45.01 15896 Rev B Updated 06/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 5 \,4tauIiC victaulic.com 4.0 DIMENSIONS (CONTINUED) Tee with same outlet size as sprinkler thread size. See important Installation lnformation later in this document. ::T/BSpT (2¼"! 1 2751 mm Mm. 57 mmMm.) ole in ceiling I pical ceiling LTY 17A747 mm 1 Y872 mm #____ Finished surface FTI 2W/73 mm Recessed, Threaded V3606,V3608 I __ tW/47mm 1½"f38mmMin. Hole in ceiling A 7 (2"!51 mm Mm.) Typical ceiling I l l€ '-Finished surface I"NPT/BSPT Tee with same outlet size as sprinkler thread size. Seeimportant Installation /—tlGSfitting A (3W! 87mm Min.) 1 / 2/5l mm Mm. Hole in ceiling Typical ceiling 1W!47mm 1W!28 mm surface k-2W/73 mm- Recessed, Grooved V3606, V3608 For wet system installation or dry/preaction systems installed in areas above 40'F/5"C F/a"! 47 mm — 11W!38 mm Mm. — -' — H I In ceiling - r-" Typical ceiling 7n) A (3¼"/80 mmM I Finished surface — — Information, later in this —1" IGS Fitting Installed Dimensions, Threaded document. Installed Dimensions, Grooved V3602,V3604 V3602,V3604 For wet system installation or dry/preaction . systems installed in areas above 40'F/5'C Standard offering includes made-on escutcheon with 'A' dimension shown above. Use the 'Adjustments for Optional Interchangeable Escutcheons' table when making optional field adjustments to the standard ordered escutcheon. • I Adjustments for Interchangeable Escutcheons Escutcheon 'A Dimension Adjustment Plain Barrel A=A Flush A=-1/4"/6mm Recessed L A=+W'/6mm SIv/Skrt I A=-1 1/8"/35mm 45.01 15896 Rev B Updated 06/2021 © 2021 Victaalic company. All rights reserved. victaulic.com 6 '.j(tauiic 4.0 DIMENSIONS (CONTINUED) Tee with same outlet size as sprinkler thread size. important Installation Information laser in this document. PT/BSPT 11/2 F"/2W/60 mm Mm. (1W! 38 mm Min.) Hole in ceiling llGSfitting A (2/6'/ 2W/hO mm Mm. 67mm Mm.) -- li— Hole in ceiling I 1 r - T Typical ceiling Finished surface Finished surface 5'/128 mm mm 3W/96 mm mm k— 31/2'189 mm Extended Sleeve and Skirt, Threaded V3606, V3608 - 31/2"/89 mm —el Extended Sleeve and Skirt, Grooved V3606, V3608 For wet system installation or dry/preaction systems installed in areas above 40'F/5'C Standard offering includes made-on escutcheon with "A' dimension shown above. Use the "Adjustments for Optional Interchangeable Escutcheons' table when making optional field adjustments to the standard ordered escutcheon. Adjustments for Interchangeable Escutcheons I Escutcheon 'A' Dimension Adjustment _Plain Barrel [ A=A Flush A=-'/4"/6mm Recessed A=+5/476mm Slv/Skrt I A=-1 W/35mm 45.01 15896 Rev B updated 06/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 7 1 victaulinm 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS 0 14" WPA!", US Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from —670F/-550C, 1-40: Victaulic FireLockTM Automatic Sprinklers Installation and Maintenance Instructions I-V9: Style V9 Victaulic FireLockT" IGSTM InstaIIationReadyTM Sprinkler Coupling Installation Instructions I I I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer, Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United Stales and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in POE format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaaiic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 45.01 15896 Rev B Updated 06/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com _htzauiic PIPE 9 FITTINGS FM Approved and Fully Listed Sprinkler Pipe Wheatland Tube's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL® and C-UL Listed. Approvals and Specifications Schedule 10 and Schedule 40 meet or exceed the following standards: ASTM A135, Type E, Grade A (Schedule 10, 1-8 NPS) ASTM A795, Type E, Grade A (Schedule 40,1-2 NPS) ASTM A53, Type E, Grade B (Schedule 40,2-8 NPS) . ASTM A53, Type F, Grade A (Schedule 40,1-4 NPS) NFPA® 13 and NFPA 14 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected I to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. I Finishes and Coatings All Wheatland black steel fire sprinkler pipe receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in black or hot-dip galvanized, to meet FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A795 or A53. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Bar coding is acceptable as a supplementary identification method. SUBMITTAL INFORMATION PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: LI BLACK LI HOT-DIP GALVANIZED : 1 Council Avenue, P0. Box 608 info@wheatIand.com - Wheatland, PA 16161 wheatland.com t Wheatland Tube P 800.257.8182 Follow us on Twitter: F 724.346.7260 @WheatlandTube A DIVISION OF ZEKELMAN INDUSTRIES T . . -. - -•• .• SCHEDULE 10 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. H2OFILLED PCS./LIFT 21 24 25 UL 1L lbs. IL lbs. 1L__ 1 1.315 33.4 1.097 27.9 0.109 2.77 1.405 1.814 70 2065 2360 2459 11.4 1% 2514 IL 61 T5 i[2645 JL 2756[73j 11/2 1.900 48.3 1.682 42.7. 0.109 2.77 2.087 3.049 61 2673 3055 3183 5.8 [ 2 II 2.3JfliiI2. 77 54.8 0.109 2.77 LJl 371 2051 23442442 21/2 2.875 73.0 2.635 66.9 0.120 3.05 3.354 5.895 30 2226 2544 2651 3.5 LJLo iL l 2JLiL4336 IL 19 lfl oT[T] 4 4.500 114.3 4.260 108.2 0.120 3.05 5.619 11.789 19 2242 2562 2669 1.6 - [5Js63j13 5 7 1L130JE3 Jr 427 JLi2529i i1 6 6.625 168.3 6.357 161.5 0.134 3.40 9.298 23.038 10 1953 2232 - 2325 1.0 8 j[ 219.1 [8 5!J8JE4J8 16.960 J[L 32849 2968 ; SCHEDULE 40 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINALWALL WT./FT. HOFILLED PCS./LIFT 21 24 25 UL I in. [ mm_j In. mm ]I in. mm lbs. IL lbs. 1 1.315 33.4 1.049 26.6 0.133 3.38 1.68 2.055 70 2470 2822 2940 1.000 r i 1660 422{1380 1[i 014IJ[ 356 227 2.922 :ir 51 IL 431 778 11' 2894 11/2 1.900 48.3 1.610 40.9 0.145 3.68 2.72 3.602 44 2513 2872 2992 1.000 -jr 603 t2067 525 L I - •1-----1r--- 015TL 391 J[6 i09 -._ 24 2108 Li375 234 2.875 73.0 2.469 62.7 0.203 5.16 5.80 7.871 20 2436 2784 2900 1.000 ir - 788.9 .. .500 -J 10.783 - 3.068 77.9 .58 T7 -_____ ______ JLJL ..J3.. . jl 1.0 07 ± 3% 4.000 101.6 3.548 90.1 0.226 5.74 9.12 13.400 10 1915 2189 2280 1.000 j4 j9O 1143 4026 1023 L ' -- 1 27..JL_6.._iL. 1080j1il 10 2268 2592 2700 1-000 5 5.563 141.3 5.047 158.2 0.258 6.55 14.63 23.262 7 2151 2458 2560 1.000 16L 625 1683 r r"1--'-lr - 6065 1541 L 9 LJ1_1L_189931498 7~ - - •_-r_-__.-.--,-. 2374 000 8" 8.625 219.1 7.981 202.7 0.322 8.18 28.58 50.240 5 3001 3430 3573 1.000 Calculated using Standard UL CR!? formula, UL Fire Protection Directory, Category VIZ!< The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). 8 NPS Schedule 40 is FM Approved but not UL Listed. (9) C(9 APPROVED WFS060520 1 Council Avenue, Rt Box 608 fo@wheaand.com Wheatland, PA 16161 wheatland.corn It Wheatland Tube P800.257.8182 Follow us on Twitter: A DIVISION OF ZEXELMAN INDUSTRIES F 724.346.7260 @WheatlandTube As the Leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. 00(m) 1.315 1.650 1.900 2.315 2.815 3.500 1.315 1.660 1.900 2.315 2.815 3500 4500 4.500 6.625 8.625 (in)1.097 1.442 1.682 2.151 2.635 3.260 4.260 6.357 8249 - 1.049 1.680 1.380 2270 1.610 2.720 2.061 3.660 2.459 5.800 3.068 7.580 4.026 10.800 Empty Weight (lb/ ft) 1.410 1.810 2.090 2.540 3.530 4.340 5.620 9290 16.940 Water Filled Weight (Ib/Et) 1.820 2.518 3.053 4223 5.893 7.957 11.796 23.038 40.086 2.055 2.918 3.502 5.114 7.875 10.783 16.316 H J.D. - C.R.R. 1521 9.91 7.75 621 4.92 3.54 2.50 1.158 1.805 - ! too 70 too 51 1.00 44 too 30 too 30 1.00 19 1.00 19 ! Pieces per Lift 91 61 61 37 30 19 19 10 7 Lift Weight (lOs) 21' lengths 2,695 2.319 2,677 2.051 2,224 1,732 2,242 1.951 2,490 2,470 2,431 2,513 2,306 3,654 3,024 4,309 Lift Weight (Ibs) 24' lengths 3,019 200 3,050 2,344 2,542 1,919 2553 2,230 2,848 ' 2,822 2,718 2,812 2.635 4176 3,456 4,925 Lift Weight (Ibs) 25' lengths 1 3,208 2,260 3,187 2,442 2,548 2,052 2,670 2,940 2,894 2,992 1 2,145 4,350 3,601 1 5,130 SCHEDULE 10 & 40 ADVANTAGES: UL listed (US & Canada) and FM approved ASTM A135 and A795 Type E, Grade A Certified Complies with NFPA-13, 13R and 14 Industry-leading hydraulic characteristics CRR of 1.0 and greater All pipe NDT weld tested OTHER BENEFITS/SERVICES: We have the most stocking locations in the industry, for best delivery and availability Plain end or roll groove Eddy Guard II" bacterial-resistant internal coating Custom length options Hot dipped galvanization Reddi-Pipe® red or black pipe eliminates field painting Compatible for use in wet, dry, preaction and deluge sprinkler systems The only maker with EPDs (to help earn LEED points). U c®us LISTED A ONFSA APPROVED NFPA t tar TM Fire Products Division of Anvil International January 2010 For the most current product/pricing information on Anvil products, please visit our website at www.anvilintl.com. J Outlet Fittings for Fire Protection BUILDING CONNECTIONS THAT LAST -" Weld-Miser TM Tee-Let® Welding Outlet Fittings Unified Design TM Series Merit's Unified Design Series carries all important design considerations into its entire line of welding branch outlet fittings. Merit® WeldMiserTM Tee-Lets® are designed and Manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. Merit Tee-Lets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll-off, burn-through or excessive distortion. - - - - On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from dam- age during shipping and handling prior to installation as well as from weld distortion. Each outlet size 11/2" and larger, whether male or female threaded, cut grooved or beveled requires the same hole size in the header pipe. This simplifies the installation process. General Specifications Tee-Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee-Lets. Threads are cut in accordance with the requirements of ANSI B1.20.1, national standard for tapered pipe threads, or ISO-7-1 threads are available. Tee-Let threaded and grooved welding outlet fittings are ULJULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. Merit® Weld-MiserTM Tee-Lets® are identified by a lot number that provides full traceability per ISO 9000 specifications. For Your Piping Systems Specify Weld-Miser TM Tee-Let® Branch Outlet Fittings shall be Merit Weld-Miser Tee-Let, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI 131.20.1, or ISO-7-1, and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. How to Order - Use either of the following methods for ordering Merit® WeldMiserTM Tee-Let® Method No. 1 Method No. 2 Specify quantity desired followed by the part Use the following system: number shown in the "dimensions" chart for the type and size of outlet desired. - Type Merit Steel Quantity Part Number Quantity Outlet Size Header Size 1. Weight End Tee-Let Material Always Column A" Insert size Sch. 10 A - Female Thread order a few of Chart consolidation Standard B - Male Thread more than from Column C - Cut Groove actually "B" of chart. C/R - Roll Groove required for the job. A—N—VA.Star- Merit -1.10 —3— Fire Products f)fviston of Anvil lnte,nalf anal MERIT® WeIdMiserTM Tee-Let® Welding Outlet Fittings ~0. VIED tetails contact presentation. For Fire Protection & Other Low Pressure Piping Systems Merit Weld-Miser1M Tee-Let® Welding Branch Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings specifically designed and manufactured to be installed on Schedules 5 thru 10, proprietary thin wall flow pipe and standard wall pipe. Merit Tee-Lets are forged steel welding outlet fittings. The material used in manufacture meets the chemical and physical requirements of ASIM A 53, Grades A or B, Type E, A-135, A-795, Tee-Lets employ a low weld volume design to provide for either a partial or full penetration weld employing a single pass with minimum burn-through and pipe distortion. Weld Miser Tee-Lets are recommended for use on proprietary thin wall, Schedules 5, 10 and 40 pipe. Threads comply with ANSI B1.20.1 or lSO7/1. They are UL Listed and FM Approved for use conforming to the requirements of Bulletin 13 1999 of the National Fire Protection Association. When used in fire sprinkler systems, Tee-Lets are rated for 300 psi. When used in mechanical systems, maximum pressures are calculated using criteria developed for ASME B31 piping code. OUTLETTEE-LET WELDED Outlet Model 1FITTING iii1Ui1 ZU — EX6032, Outlet Pipe Size (Inch) FM APPROVAL 1GUIDE CHAPTER Header Pipe Size (Inch) 1 PIPE iiiitiei Rated Pressure (psig) Tee-Let Type A (F-Threaded End) ½, 3/4, 1 11/4,11,h, 2, 2½, 34 ½ -8 (Sch.10, 40) 300 6 (EL-Flow) 1, 4 (Sch. 5, DynaFlow) 2 4 (EZ-Flow) 2,4 Tee-Let Type C (Grooved End) 11/4.8 11/4 8 (Sch.1 0,40) 300 21h .8 1,o .4 (Sch. 5, DynaFlow) Tee-Let Type C/R 11/4.6 (Roll _Grooved _End) 11/4.8 (All Schedules) 300 Size-on-size (i.e. 2 x 2) Tee-Lets are not FM Approved. FM rated working pressure when welded on Sch. 5 or non-threadable lightwall pipe is 175 psi. —4— Merit-1.10 ANA.Star Fire Products Division of Anvil International Weld-Miser TM Tee-Let® Welding Outlet Fittings Type A Female Three TTITT WELD-MISER Iflhl° IDIMENSIONS & PARTLrfl Part Nominal Nominal Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each A B C D M NPT(HSPT) In (mm) In (mm) In (mm) In (mm) In (,mm) Lb. (kg) 1002002 1/4 X 1/4 8 0.080 - Lx 6-200 0.04 1005012 11/4 - 11/2 1.063 0.700 0.500 0.171 - 32-40 27.0 178 127 0.08 1005015 1½ -2 1.063 0.700 0.500 0.171 - ½x 13x 40 -50 270 17.8 12.7 0.08 1005020 2-2½ 1.063 0.700 0.500 0.171 - 50-65 27.0 17.8 12.7 0.08 1005025 2½ -8 1 1.063 0.700 0.500 0.169 - 65-200 270 178 12.7 0.08 1007012 11/4 - 1½ 1.125 0.900 0.500 0.260 32-40 28.6 22.9 12.7 0.12 1007015 1½ -2 1.125 0.900 0.500 0.260 - 3/4x 19K 40-50 28.6 22.9 12.7 0.12 1007020 2- 21A 1.125 0.900 0.500 0.260 - 50-65 28.6 22.9 127 1 0.12 1007025 2½ -8 1.125 0.900 0.500 0.256 - 65-200 1 28.6 22.9 127 0.12 1010012 1¼ - 1½ 1.250 1.145 0.500 0.331 1110012 32-40 31.8 29.1 12.7 0.15 1010015 1½-2 1.250 1.145 0.500 0.331 1110015 40-50 31.8 29.1 12.7 0.15 1010020 2- 21h 1.250 1.145 0.500 0.320 1110020 1 X 25K 50-65 31.8 29.1 127 0.15 1010025 2½-3 1.250 1.145 0.500 0.314 1110025 65-80 31.8 29.1 12.7 0.14 1010030 3-4 1.250 1.145 0.500 0.309 1110030 80-100 31.8 29.1 12.7 0.14 1010050 5-8 1.250 1.145 0.500 0.291 1110050 125-200 31.8 29.1 127 0.13 1012012 11/4 1.375 1.490 0.500 0.432 1112012 32 34.9 378 127 .019 1012015 11/12-2 1.375 1.490 0.500 0.421 1112015 40-50 34.9 378 12.7 .019 1012020 2-21/2 1.375 1.490 0.500 0.421 1112020 11/4 x 32x 50-65 34.9 378 12.7 .019 1012025 21h -3 1.375 1.490 0.500 0.411 1112025 65-80 34.9 378 12.7 .019 1012030 3-4 1.375 1.490 0.500 0.389 1112030 80-100 34.9 378 12.7 .018 101.2050 5-8 1.375 1.490 0.500 0.389 1112050 125-200 34.9 378 12.7 .018 1015015 1½ 1.625 1.610 0.875 0.477 1115015 40 41.3 40.9 22.2 .022 1015020 2 1.625 1.610 0.875 0.477 1115020 1½x 50 41.3 40.9 22.2 .022 1015025 21h 1.625 1.610 0.875 0.477 1115025 40x 65 41.3 40.9 22.2 .022 1015030 3-4 1.625 1.610 0.875 ' 0.477 1115030 80-100 41.3 40.9 22.2 .022 1015040 4 1.625 1.610 0.875 0.477 1115040 100 41.3 40.9 22.2 .022 1015050 5-8 1.625 1.610 0.875 0.477 1115050 125-200 41.3 40.9 22.2 .022 TEE-LETO DIMENSIONS & •' Nominal Nominal NU Part MBERS Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each A B C 0 M NPT(BSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. (kg) 1020020 2 1.750 2.067 0.875 0.857 1120020 50 44.5 52.5 22.2 038 1020025 21A 1.750 2.067 0.875 0.829 1120025 65 44.5 52.5 22.2 0.38 1020030 3 1.750 2.067 0.875 0.829 1120030 2x 80 44.5 52.5 22.2 0.39 1020040 4 1.750 2.067 0.875 0.800 1120040 50x 100 44.5 52.5 22.2 036 1020050 5 1.750 2.067 0.875 0.743 - 1120050 125 44.5 52.5 22.2 0.34 1020060 6 1.750 2.067 0.875 0.743 1120060 150 44.5 52.5 22.2 0.34 1020080 8 1.750 2.067 0.875 0.743 1120080 1 200 1 44.5 52.5 22.2 034 1025025 2½ 2.215 2.469 1.125 1.250 1125025 65 54.0 62.7 28.6 0.55 1025030 3 2.215 2.469 1.125 1.200 1125030 80 54.0 62.7 28.6 1 0.55 1025040 4 2.215 2.469 1.125 1.150 1125040 2½x 65K 100 54.0 62.7 28.6 0.52 1025050 5 2.215 2.469 1.125 1.150 1125050 125 54.0 62.7 28.6 0.52 1025060 6 2.215 2.469 1.125 1.150 1125060 150 54.0 62.7 28.6 0.52 1025080 8 2.215 2.469 1.125 1.150 1125080 200 54.0 62.7 28.6 1 0.52 1030030 3 2.500 3.068 1.500 1.550 - 80 1 63.5 77.9 38.1 0.70 1030040 4 2.500 3.068 1.500 1.450 3 x 100 63.5 779 38.1 0.66 1030050 5 2.500 3.068 1.500 1.450 80K 125 63.5 77.9 38.1 0.66 1030060 6 2.500 3.068 1.500 1.450 - 150 63.5 779 38.1 0.66 1030080 8 2.500 3.068 1.500 1.450 200 63.5 779 38.1 1 0.66 1040040 4 3.000 4.026 2.000 2.850 - 100 76.2 102.3 50.8 1.29 1040050 5 3.000 4.026 2.000 2.850 - 4x lOOK 125 76.2 102.3 50.8 1.29 1040060 6 3.000 4.026 2.000 2.800 - 150 76.2 102.3 50.8 1.27 1040080 8 3.000 4.026 2.000 2.800 200 76.2 102.3 50.8 1 1.27 Note: Part #1002002 is not UL Listed or FM Approved. Part #1012012 is not FM Approved. All size-on-size (i.e. 2 X 2) Tee-Lets are not FM Approved. A-WiLStar- Merit-1.10 Fire Prnthxts Division of Anvil lntnrnationI MERIT® WeIdMiserTM Tee-Let® Welding Outlet Fittings Type B Male Thread Standard Weight Type C Cut Groove Standard Weight WELD-MISER Tm !lI11fl Ir'iiinmti 11TTF1 Male Thread Cut Groove Nominal Outlet Nominal Header Outlet Length Inside Diameter Outside Diameter Wall Thickness Std Wt Std. Wt. A B C D E F NPT(BSPT) NPT(BSPT) In. (mm) In- (MM) (mm) -In. In. (mm) In.(mm) In. (mm) 1310012 2010012 1h/41½ 3 1.049 1.315 0.133 32-40 80 26.6 334 3.4 1310015 2010015 1½-2 3 1.049 1.315 0.133 lx 40-50 80 26.6 33.4 3.4 1310020 2010020 2-21/2 3 1.049 1.315 0.133 25x 50-65 80 26.6 33.4 3.4 1310025 2010025 2½-4 3 1.049 1.315 0.133 65-100 80 26.6 33.4 3.4 1310050 2010050 5-8 3 1.049 1.315 0.133 125-200 80 26.6 33.4 3.4 1312012 2012012 11/4 3 1.368 1.660 0.140 32 80 34.7 42.2 3.6 1312015 2012015 1½ 3 1.368 1.660 0.140 11/4 x 40 80 34.7 42.2 3.6 1312020 2012020 2-2½ 3 1.368 1.660 0.140 32x 50-65 80 34.7 42.2 3.6 1312025 2012025 3-4 3 1.368 1.660 0.140 80-100 80 34.7 42.2 3.6 1312050 2012050 5-8 3 1.368 1.660 . 0.140 125-200 80 34.7 42.2 3.6 1315015 2015015 1½ 3 1.610 1.900 0.145 40 80 40.9 48.3 3.7 1315020 2015020 2 3 1.610 1.900 0.145 1½x 50 80 40.9 48.3 3.7 1315025 2015025 21/2 3 1.610 1.900 0.145 40x 65 80 40.9 48.3 3.7 1315030 2015030 3-4 3 1.610 1.900 0.145 80-100 80 40.9 48.3 3.7 1315050 2015050 5-8 3 1.610 1.900 0.145 125-200 80 40.9 48.3 3.7 1320020 2020020 2 3 2.067 2.375 0.154 50 80 52.5 60.3 3.9 1320025 2020025 21h 3 2.067 2.375 0.154 65 80 52.5 60.3 3.9 1320030 2020030 3 3 2.067 2.375 0.154 2x 80 80 52.5 60.3 3.9 1320035 2020035 4 3 2.067 2.375 0.154 50x 100 - 80 52.5 60.3 3.9 1320050 2020050 5 3 2.067 2.375 0.154 125 80 52.5 60.3 3.9 1320060 2020060 6 3 2.067 2.375 0.154 150 80 52.5 60.3 3.9 1320080 2020080 8 3 2.067 2.375 0.154 200 80 52.5 60.3 3.9 Note: Tee-Lets are manufactured to fit size-on-size. that is the contoured shane on a aiven Tee-Lt is made to fit nerfectiv on the first listed header 517A If installed on the second header size marked on the fitting, a slight gap of approximately 1,r2' will appear along the longitudinal centerline of the header. For example, a lx 2 - 21h' Tee-Let, is a 1" outlet fitting manufactured to fit perfectly on the 2" header size listed, while leaving a 142" gap along the longitudinal centerline of the 2½" size. If a perfect fit is required for a 21," header pipe, then a 1 x 2½ - 3" Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. -6- Merit -1.lO AtSt ar- Fire Products Division of Anvil International Type B I Type C I TypeC/R Weld_MiserTM Tee_Let® Male Thread I Cut Groove I Roll Groove Standard Weight I Standard Weight I Schedule 10 Welding Outlet Fittings WELD -MISER iLETO - DIMENSIONS l Male Thread Cut Roll Groove Nominal Nominal Outlet Inside Diameter - 0 Outside Wall Thickness - F Standard Schedule Standard Schedule Wt.. Groove StdStd. Wt.Sch Outlet Header Length Diameter A B C Weight 10 E Weight 10 NPT (ISO-i-I) NPT (ISO-i-i) NPT (ISO-i-I) In. (MM) ln.(mm) in. (mm) in. (mm) in- (mm) in. (mm) in. (mm) in. (mm) 1325025 2025025 2225025 2½ 3 2.469 2.635 2.875 0.203 0.120 2125025 65 80 62.7 67.0 76.2 5.0 3.0 1325030 2025030 2225030 3 3 2.469 2.635 2.875 0.203 0.120 2125030 80 80 62.7 67.0 76.2 5.0 3.0 1325035 2025035 2225035 4 3 2.469 2.635 2.875 0.203 0.120 2125035 21/t x 65K 100 80 62.7 67.0 76.2 5.0 3.0 1325050 2025050 2225050 5 3 2.469 2.635 2.875 0.203 0.120 2125050 125 80 62.7 67.0 76,2 1 5.0 3.0 1325060 2025060 2225060 6 3 2.469 2.635 2.875 0.203 0.120 2125060 150 80 62.7 67.0 76.2 5.0 3.0 1325080 2025080 2225080 8 3 2.469 2.635 2.875 0.203 0.120 2125080 _____ 200 80 62.7 67.0 76.2 5.0 3.0 1330030 2030030 223000 3 3 3.068 3.260 3.500 0.216 0.120 80 80 78.0 83.0 88.0 5.0 3.0 1330035 2030035 2230035 314 3 3.068 3.260 3.500 0.216 0.120 85 80 78.0 83.0 88.0 5.0 3.0 1330040 2030040 2230040 4 3 3.068 3.260 3.500 '0.216 0.120 3x 80x 100 80 78.0 83.0 88.0 5.0 3.0 1330050 2030050 2230050 5 3 3.068 3.260 3.500 0.216 0.120 125 80 78.0 83.0 88.0 5.0 3.0 1330060 2030060 2230060 6 3 3.068 3.260 3.500 0.216 0.120 150 80 78.0 83.0 88.0 5.0 3.0 1330080 2030080 2230080 8 37 3.068 3.260 3.500 0.216 0.120 200 80 78.0 83.0 88.0 5.0 3.0 1340040 2040040 2240040 4 4 4.026 4.260 4.500 0.237 0.120 100 100 102.0 108.0 114.0 6.0 3.0 1340050 2040050 2240050 5 4 4.026 4.260 4.500 " 0.237 0.120 4x lOOK 125 100 102.0 108.0 114.0 6.0 3.0 1340060 2040060 2240060 6 4 4.026 4.260 4.500 0.237 0.120 150 100 102.0 108.0 114.0 6.0 3.0 1340080 2040080 2240080 8 4 4.026 4.260 4.500 0.237 0.120 200 100 102.0 108.0 114.0 6.0 3.0 - 2050050 - 5 4 5.047 - - 5x 125 100 128.2 - - - 2050060 - 6 4 5.047 - - __________ 125x 150 100 128.2 - - - 2050080 - 8 4 5.047 - - 200 100 128.2 - - - 2060060 2260060 6 4 6.065 6.357 6.625 0.280 0.134 6x 150K 150 100 155.0 161.5 168.3 7.1 3.0 - 2060080 2260080 8 4 6.065 6.357 6.625 0.280 0.134 200 100 155.0 161.5 168.3 7.1 3.0 - 2080080 - 8x 8 4 7.981 8.329 8.625 0.322 0.148 200K .200 /00 203.0 212.0 213.0 8.0 3.0 Note: Tee-Lets are manufactured to fit size-on-size. that is the contoured shane on a aiven Tee-Let is made to fit nerfetIv on the first listed header 517P If instlIer1 on the second header size marked on the fitting, a slight gap of approkimately ½2' will appear along the longitudinal centerline of the header. For example, a1"X2 - 21& Tee-Let, is a 1 outlet fitting manufactured to fit perfectly on The 2 header size listed, while leaving a 142' gap along the longitudinal centerline of the 21W size. If a perfect fit is required for a 21A header pipe, then a 1 x 21h -3' Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. A-MV-LStar- Merit -1.10 -7- Fire Pradmts Dilian orenvil IntnationnI luctile Iron Threaded Fittinc SCI ProPak System Ductile Iron Threaded Fittings Specifications I <@>branded fittings are UL Listed and FM Approved at 500 psi Rated to 300 psi WSP u us Ductile iron castings conform to ASTM A536 c ®L LISTED Fitting dimensions conform to ASME B16.3 Bushings and plugs conform to ASME B16.14 All fittings are 100% air tested APPROVED NPT threads on all fittings conform to ASME B1.20.1 Independent lab verification that fittings meet applicable chemical & mechanical properties Manufacturing facilities are ISO 9001:2008 and ISO 14001 ProPakTM Packaging Temperature Degrees F Working Pressure, Non-Shock psig Class 300 Threaded Fittings -20 to 100 500 150 500 200 480 250 460 300 440 350 420 400 400 450 380 500 360 550 340 600 320 650 300 Fig. 35E 3-90° Elbow C@US A~~> PPROVED LISTED Size in Part Number A in Packing Weight lb Inner Master 1/2 35E 3004 113 100 200 0.2 3/4 35E 3006 1.31 70 140 0.3 1 35E 3010 1.50 40 80 0.5 1-1/4 35E3012 1.75 25 50 0.8 1-1/2 35E3014 1,94 18 36 1.1 2 35E 3020 2.25 10 20 1.8 2-1/2 35E 3024 2.70 4 8 3.2 Fig. 35RE3 - 90° Reducing Elbow Size in Part Number A in B in Packing Weight lb Inner Master 3/4x 1/2 35RE3006004 1.20 1.22 80 160 0.3 1x1/2 35RE3010004 126 136 70 140 04 1 x 3/4 35RE3010006 1.38 1.45 50 100 0.4 1-1/4 x1/2 35RE3012004 1.34 1.53 35 70 0.5 1-1/4x3/4 35RE3012006 1.45 1.63 35 70 0.6 -1-1/4x 1 35RE3012010 1.58 1.67 30 60 0.7 1-1/2 x 1/2 35RE3014004 1.52 1.75 30 60 0.6 1-1/2x3/4 35RE3014006 1.52 1.75 25 50 0.7 1-1/2x 1 35RE3014010 1.65 1.80 20 40 0.8 1-1/2x1-1/4 35RE3014012 1.82 1.88 18 36 1.0 2 x 1/2 35RE3020004 1.60 1.97 18 36 1.0 2x3/4 35RE3020006 1.60 1.97 18 36 = .0 2x1 35RE3020010 1.73 2.02 16 32 1.2 2x1-1/4 35RE3020012 1.90 2.10 12 24 1 1.3 2x1-1/2 . 35RE3020014 2.02 2.16 10 20 1.5 2-1/2 x 1-1/2 35RE3024014 2.16 2.51 6 12 2.2 2-1/2 x 2 35RE3024020 2.39 2.60 6 12 2.5 Fig. 35F 3-45° Elbow Size in Part Number A in Packing Weight lb Inner Master 1/2 35F 3004 0.88 150 300 0.2 3/4 35F 3006 0.98 80 160 0.3 1 35F 3010 1.13 40 80 0.5 1-1/4 35F3012 1.29 25 50 0.7 , 1-1/2 35F3014 1.44 20 40 1.0 2 35F 3020 1.69 10 20 1.6 2-1/2 35F3024 1.95 4 8 2.7 Fig. 35T 3- Tee Size in Part Number A in Packing Weight lb Inner Master 1/2 3513004 1.13 80 160 0.3 3/4 3513006 1.31 30 60 0.5 1 3513010 1.50 25 50 0.7 1-1/4 35T3012 1.75 10 20 1.1 1-1/2 3513014 1.94 10 20 1.5 2 3513020 2.25 6 12 2.4 2-1/2 3513024 2.70 4 8 4.3 237 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com Fig. 35BT3 - Bull Head Tee Size in Part Number A in B in - C in - Packing Weight lb Inner Master 3/4x 1 35B13006010 1.45 1.45 1.37 30 60 0.6 1 x 1-1/4 35B13010012 1.67 1.67 1.58 20 40 0.9 1x1-1/2 35BT3010014 1.80 1.80 1.65 15 30 1.0 1-1l4x1x1-1/2 35B13012010014 1.88 1.80 1.82 15 30 1.2 1-1/4x1-1/2 35BT3012014 1.88 1.88 1.82 15 30 1.3 1-1/4x2 _35BT3012020 2.10 2.10 1.90 10 20 1.6 1-1/2x1-1/4x2 35BT3014012020 2.16 2.10 2.02 10 20 1.8 1-1/2x2 35BT3014020 2.16 2.16 2.02 8 16 1.8 I I I C®uS Fig. 35RT3 - Reducing Tee LISTED APPROVED Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4x 1/2 35RT3006004 1.20 1.20 1.22 60 120 0.4 lx 1/2 35RT3010004 1.26 1.26 1.36 30 60 0.6 lx 1/2x 1 35RT3010004010 1.50 1.36 1.50 30 60 0.6 1 x3/4 35RT3010006 1.38 1,38 1.45 25 50 0.6 1x3/4x3/4 35R13010006006 1.38 1.31 1.45 35 70 0.6 1x3/4x1 35R13010006010 1.50 1.45 1.50 25 50 0.7 1-1/4x 1/2 35RT3012004 1.34 1.34 1.53 20 40 0.8 1-1/4x1/2x1-114 35RT3012004012 115 1.53 1.75 25 50 0.9 1-1/4x3/4 35RT3012006 1.45 1.45 1.62 15 30 0.9 1-1/4 x3/4x1-1/4 35RT3012006012 1.75 1.62 1.75 20 40 1.0 1-1/4x1 35RT3012010 1.58 1.58 1.67 15 30 1.0 1-1/4x1x1/2 35RT3012010004 14.. .26 1. 25 50 0.7 1-1/4x1 x3/4 35RT3012010006 1.45 1.38 1.63 20 40 0.8 1-1/4x1x1 35RT3012010010 1.58 1.50 1.69 20 40 0.9 1-1/4x1x1-1/4 35RT3012010012 1.75 1.69 1.75 15 30 1.0 1-1/2x1/2 35RT3014004 1.41 1.41 1.66 16 32 1.0 1-1/2x1/2x1-1/4 35RT3014004012 1.81 1.56 1.88 24 48 1.1 1-1/2x1/2x1-1/2 35R13014004014 1.94 1.66 1.94 12 24 1.2 1-1/2x3/4 35RT3014006 1.52 1.52 1.75 16 32 1. 1-1/2x3/4x1-1/4 35RT3014006012 1.94 1.66 1.88 20 40 1. = 1-1/2x3/4x 1-1/2 35R13014006014 1.94 1.75 1.94 18 36 1.2 1-1/2x1 35R13014010 1.65 1.65 1.80 12 24 1.2 1-1/2x1x1/2 35RT3014010004 1.44 1.25 1.69 20 40 0.8 11/2x1x3/4 35RT3014010006 150 144 175 16 32 09 1-1/2x1x1 35R3014010010 1.65 1.50 1.80 16 32 1.0 1-1/2x1x1-1/4 35RT3014010012 1.82 1.67 1.88 12 24 1.2 1-1/2x1x1-1/2 35R13014010014 1.94 1.80 1.94 12 24 1.3 1-1/2x1-1/4 35RT3014012 1.82 1.82 1.88 12 24 1.4 1-1/2x1-1/4x1/2 35RT3014012004 1.41 1.34 1.66 16 32 0.9 1-1/2x1-1/4x3/4 35RT3014012006 1.52 145 1.75 16 32 1.0 1-1/2x1-1/4x1 35RT3014012010 1.65 1.58 1.80 16 32 1.1 1-1/2x1-1/4x1-114 35RT3014012012 1.82 115 1.88 14 28 1.3 1-1/2x1-1/4x1-1/2 35R13014012014 1.94 1.88 1.94 14 28 1.4 2x 1/2 35RT3020004 1.49 1.49 1.88 10 20 1.5 2x3/4 35RT3020006 1.60 1.60 1.97 10 20 1.6 2x1 351RT3020010 1.73 173 2.02 8 16 1.7 2 x 1 x 2 35RT3020010020 2.25 2.02 2.25 8 16 1.9 2x1-1/4 35RT3020012 1.90 1.90 2.10 8 16 1.9 2 x 1-1/4 x 2 35RT3020012020 2.25 2.10 2.25 8 16 2.0 2x1-1/2 35RT3020014 2.02 2.02 2.16 8 16 2.1 2x1-1/2x1/2 35R13020014004 1.49 1.41 1.88 10 20 1.3 2x1-1/2x3/4 35R13020014006 1.60 1.52 1.97 10 20 1.4 2x1-1/2x1 35RT3020014010 1.73 1.65 2.02 8 16 .5 2x1-1/2x1-1/4 35RT3020014012 1.90 1.82 2.10 8 16 =1 7 2x1-1/2x1-1/2 35R13020014014 2.02 1.94 2.16 1 8 16 .8 I I I I I I I I I I I I I I I I SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 wwwsmithcooper.com 238 Fig. 35CP3 - Straight Coupling with Ribs Size in Part Number A in Packing Weight lb Inner Master 1/2 350P3004 1.38 200 400 0.1 3/4 35CP3006 1.63 100 200 0.2 1 35CP3010 1.75 60 120 0.4 1-1/4 35CP3012 2.00 35 70 0.5 1-1/2 35CP3014 2.19 25 50 0.7 2 350P3020 2.62 15 30 1.2 2-1/2 35CP3024 3.00 9 18 2.2 c®US <~> APPROVED LISTED Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35RC3010004 1.69 80 160 0.3 1 x3/4 35R03010006 1.69 60 120 0.4 1-1/4 x 3/4 35RC3012006 2.06 40 80 0.6 2 x 1 (not hex) I 35R03020010 1 2.81 1 20 40 1.0 Fig. 35HB3 - Hex Bushing Size in Part Number A in B in Packing Weight lb Inner Master 1 x 1/2 35HB3010004 1.06 1.40 180 360 0.2 1x3/4 35HB3010006 1.06 1.40 180 360 0.1 1-1/4 x1 35HB3012010 1.19 1.80 90 180 0.2 1-1/2 x 1 35HB3014010 1.25 1.95 75 150 0.4 1-1/2x1-1/4 35HB3014012 1.25 1.95 75 150 0.3 2x 1 35HB3020010 1.38 2.55 40 80 0.6 2x 1-1/4 35HB3020012 1.38 2.55 40 80 0.6 2x1-1/2 35HB3020014 1.38 2.55 40 80 0.6 Fig. 35RC3 - Hex Reducing Coupling Fig. 35SP3 - Square Head Plug I Size in Part Number I I A i I I n I Packing I I Weight I lb I i Inner I Master I 1/2 35SP3004 I 0.94 600 1200 I 0.07 I 13/4 35SP3006 I 112 I 350 I 700 I 0.1 I I 1 35SP3010 I 1.25 200 400 I 0.1 I I 1-1/4 I 35SP3012 I 1.37 I 100 200 I 0.3 I I1-1/2 I_35SP3014 I_1.44 160 I_0.4 I 2 I 35SP3020 I 1.50 _80 I 45 I 90 0.6 Li Fig. 35U 3- Union with Brass Seat Size in Part Number ____ A an Packing Weight lb Inner Master 1 35U 3010 2.19 20 40 1.0 1-1/4 35U 3012 2.50 15 30 1.2 1-1/2 35U 3014 2.62 10 20 1.7 2 35U 3020 3.12 6 12 2.4 239 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com C L us <~> APPROVED Fig. 3513- Cross LISTED Size in Part Number A in Packing Weight lb Inner Master 1 35X3010 1.50 20 40 0.9 1-1/4 35X3012 1.75 12 24 1.4 1-1/2 35X3014 1.94 8 16 1.8 2 35X 3020 1 2.25 6 12 2.8 Fig. 35R13 - Reducing Cross I Size I in I I Part I I A I I in I B I I in I Packing I Weight I I lb I I Inner I Master I 1-1/4x1 35RX3012010 I 1.67 I 1.58 15 30 I 1.2 I1-1/2x1 I 35RX3014010 I 1.80 I 1.65 I 12 I 24 I 1.4 I 2x 1 35RX3020010 I 2.02 1.73 8 16 2.0 A A W "aw oe _~ 2! 1 A A Ii Size in Part Number A in Packing Weight lb Inner Master 1/2 35C 3004 0.87 300 600 0.1 3/4 35C 3006 0.97 200 400 0.1 1 35C 3010 1.16 110 220 0.2 1-1/4 35C 3012 128 70 140 0.4 1-1/2 35C 3014 1.33 50 100 0.5 2 35C 3020 1.45 25 50 0.8 2-1/2 35C 3024 1.70 18 36 1.6 I 9: Size in Part Number A in Packing Weight lb Inner Master 3/8 35BC3003 0.75 100 200 0.3 1/2 359C3004 0.75 80 160 0.5 I Fig. 35C 3- Cap Fig. 35BC3 - Beam Clamp I I SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 • wwwsmithcooper.com 240 (VictauIic FireLock Fitting) \4taulicr 10.03 1.0 PRODUCT DESCRIPTION Available Sizes 1 '/4 - 87DN32 - DN200 Maximum Working Pressure Pressure ratings for Victaulic FireLockTM Fittings conform to the ratings of Victaulic FireLock EZTM Style 009N couplings (refer to publication 10.64 for more information). Application FireLockTM fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Connects pipe, provides change in direction and adapts sizes or components Pipe Materials Carbon steel 2.0 CERTIFICATION/LISTINGS V.7 <R> OLPCB fVdS] LMM (E ® EN 10311 Regulation (EU) No. 305/2011 3.0 SPECIFICATIONS - MATERIAL Fitting: Ductile iron conforming to ASTM A536, Grade 65-45-12. Fitting Coating: (specify choice) El Orange coating. o Red coating (standard for EMEA-1 and Asia Pacific). O Optional: Hot dipped galvanized. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. ,ia-9i iii,. 10.03 01539 Rev 0 Updated 10/2021 © 2021 Victaulic Company. All rights reserved. 1 _______________ I I victaulic.com 4.0 DIMENSIONS CtoE .- C to E C" Rb to ,V, C V to E to No. 001 No. 003 No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 900 Elbow 450 Elbow Straight Tee Cap Approximate Approximate Approximate Approximate Actual Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each I Each inches inches inches lb inches lb inches lb inches lb DN mm mm kg I mm kg I mm kg I mm kg 11/4 1.660 - - - - - - 0.82 03 DN32 42.4 - - - - 21 0.1 - 11/2 1.900 - - - - - - 0.82 0.4 DN40 48.3 - - - - - - 21 0.2 2 2.375 2.75 1.7 - 2.00 1.8 2.75 2.4 0.88 0.6 0N50 60.3_ 70 . 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 73.0 76 1.4 57 1.0 76 1.6 22 05 3.000 3.00 3.30 2.25 2.4 3.00 if DN65 76.1 76 1.5 57 1.1 76 1.7 - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 DN80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108.0 102 2.6 76 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 DN100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 1413 124 5.7 83 - 3.8 124 7.1 25 1.9 5.500 4.88 12.4 3.25 8.2 4.88 15.4 DN125 139.7 124 5.6 82.6 3.7 124 6.9 - - 6.250 5.50 12.6 350 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 DN150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 6.500 5.43 17.6 3.50 11.4 5.50 22.0 165.1 140 7.9 89 5.2 140 9.9 - - - 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 DN200 219.1 173 11.6 108 9.3 - 176 17.6 29 5.8 8.515 6.81 23.1 - - 6.94 33.6 - - 216.3 173 10.5 - - 176 15.2 - - 10.03 01539 Rev 0 Updated 10/2021 © 2021 Victaulic Company. All rights reserved. vidaulic.cnm \4taulicr I I I victaulic.com 5.0 PERFORMANCE Flow Data Size Frictional Resistance Equivalent of Straight Pipe' No. 002 Actual Elbows Straight Tee No. 001 No. 003 Nominal Outside Size Diameter 900 Elbow 450 Elbow Branch Run inches inches feet feet feet feet DIN mm meters meters meters meters 1Y4 1.660 - - - - DN32 42.4 - - - - 1½ 1.900 - - - - DN40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 0N50 60.3 1.1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 DN65 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 DN80 88.9 1.5 0.8 4.0 1.5 4.250 6.4 3.2 153 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 DN100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 141.3 2.6 1.3 6.4 2.6 5.500 8.3 4.1 20.6 8.3 DN125 139.7 2.5 1.3 6.3 2.5 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 - 6 6.625 10.0 5.0 25.0 10.0 DN150 168.3 3.0 1.5 7.6 3.0 6.500 9.8 4.9 24.5 9.8 165.1 3.0 1.5 7.5 3.0 8 8.625 13.0 5.0 33.0 13.0 DN200 219.1 4.0 1.5 10.1 4.0 - 8.515 13.0 - 33.0 13.0 216.3 4.0 - j 10.1 4.0 - The flow data listed is based upon the pressure drop of Schedule 40 pipe. 10.03 01539 Rev 0 Updated 10/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com \4taUlicr victaulic.com 6.0 NOTIFICATIONS General Notes NOTE: When assembling FireLock EZ" couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ- Style 009N/009H couplings, use FireLock1° No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H/009N couplings. 7.0 REFERENCE MATERIALS 10.64: Victaulic@ FireLockTM Rigid Coupling Style 009N 10.02: Victaulic® FireLockT5' Rigid Coupling Style 005H with ViC-PIUSTm Gasket System 29.01: Victaulic® Terms and Conditions of Sale I I I I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product. service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in POF format on our webuito at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.03 01539 Rev 0 updated 10/2021 ® 2021 Victaulic Company, All rights reserved. victaulic.com r1 'j(taU -Ii C 11 (Victaulic FireLock Innovative Groove System l(iGM A __ ta ____ for 1"/DN25 Sprinkler Pipe 10.54 lOSTTM Mft AW _ $40 ftT142) (tyie922j Style 920N (:N~o.101 No. 102 No. 103 (L Sty Welded Outlet Outlet-T Mechanical-T Outlet lnstallation-Ready- Installation-Ready'" Installation-Ready' Installation-Ready' 90" Elbow Tee 45° Elbow Rigid Coupling O*V W7 a& awn Style 115 Style 118 No. 65 OGS x IGS No. 111 IGSGrooved No. 113 No. 114 No. 117 OGS x !GS 1 Outlet Coupling Grooved End of End Elbow OGS x IGS x IGS IGS x IGS x IGS IGS 45° Elbow Reducing Coupling Run Fitting Reduce on the Run Grooved Tee and Outlet Tee I or No. 143 No. 144 No. 145 Female No. 147 No. 148 Sprinkler No. 140 No. 141 Close Nipple OGS x IGS Grooved NPT or BSPT Back-To-Back Reducer, NPT or BSPT Male NPT or BSPT Female NPT or Concentric Threaded x Groove sprinkler tee sprinkler outlet Threaded x Groove BSPT Threaded x Reducer 90" Elbow Adapter Groove Adapter No. 116 CPVC No. 146 Cap Female Socket x Brass IGS Groove Adapter (Refer to publication 10.85 and 10.95) VicFlex' Series AH1-CC Braided Flexible Hose with Captured Coupling (Refer to publication 10.95) WB-1 NAP-1 RG2910 RG1 Manual Roll VicFlex' Series IGS Weld IGS Weld Roll Grooving Tool Grooving Tool (Refer AH2-CC Braided Plunger Cone Plunger Cone to publication 24.01) Flexible Hose with Captured Coupling (Refer to publication 10.85) ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I • vktauIicinm 10.54 10161 Rev Q Updated 07/2022 © 2022 Victaulic Company. All rights reserved. 'ta uIi c• 1 ______________ victaulic.com 1.0 PRODUCT DESCRIPTION Pipe Material Carbon steel, Sch. 40, Sch. 10, light-wall/specialty pipe. For use with alternative materials please contact Victaulic. For exceptions reference section 6.0 Notifications Maximum Working Pressure Up to 365 psi/2517 kPa/25 bar Pipe Preparation Cut (Sch. 40) or roll (Sch. 40, Sch. 10, light-wall) grooved in accordance with publication 25.14: Victaulic IGS Groove Specifications RG2910 Grooving Capability Reference publication 24.21 2.0 CERTIFICATION/LISTINGS C® (E UK jV_d S] LIPS 1219 Issue 3.1 EN 10311 BS EN 10311 CPR (EU) CPR (UK) No. 305/2011 2019 No. 465 Cert/LPCB Ref. 104-la/39 104-la/41, 104-la/42, 104-lb/03, 104-lb/04, 104-lb/05, 104-lb/06, 104-lb/07, 104-lb/08, 104-lb/09, 104-lb/1, 104-lb/11 NOTES Approvals listed above do not apply to the RG2910 Roll Grooving Tool. I 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12 Housing Coating: (specify choice) I D Orange coating. D Red coating (standard for EMEA-1 and Asia Pacific). Optional: Hot dipped galvanized. I Gasket: Grade EPDM (Type A) Vic-Plus Pre-lubricated Gasket EPDM (Violet Color Code). Applicable for wet and dry (oil-free air) fire protection systems only. Listed/Approved for I continuous use in wet and dry systems. Listed/Approved for dry systems at -40°F/-40°C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. NOTES: I . Reference should always be made to oublication 1-100, Victaulic Field Installation Handbook for gasket lubrication instructions. Services listed are Genera) Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to publication 05.01, Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: I .0 Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M10-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or I Type II (metric). 1 I 10.54 10161 Rev 0 Updated 07/2022 © 2022 Victaulic company. All rights reserved. victaulic.com 2 A_________ I I victaulic.com 3.0 SPECIFICATIONS - MATERIAL (CONTINUED) Coupling Linkage: High Strength Steel with comparable physical properties to that of the Track Bolt (ASIM A449). Linkage is zinc electroplated per ASTM B633 Fe/Zn 5, Type Ill Finish No. 140, 141, 142, 143, 144, 148: Carbon steel meeting the chemical and mechanical property requirements of ASTM A53 Grade A, Type E or S No. 65, 111, 113, 114, 117, 145, 146, 147: Ductile iron conforming to ASTM A536, Grade 65-45-12 No. W113-1: Steel Alloy No. NAP-1: Aluminum Alloy RG2910 Roll Grooving Tool: Reference publication 24.21 10.54 10161 Rev 0 Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 3 \,L ta ulic victaulic.com 4.0 DIMENSIONS (No. 142 Welded Outlet) Actual Inside Nominal Outside Diameter Diameter Weight inches DN inches mm l. D. E to E Approximate (Each) Run xBranch Run xBranch inches mm inches mm lb kg 1 ¼ - 11/2 1.660 - 1.900 1.049 1.00 0.2 DN32- DN40J 42.4-48.3 26.6 25.4 0.1 1.049 1.00 0.2 11/2-2 1.900 - 2.375 0N40 - DN50 48.3-60.3 26.6 25.4 0.1 2-21/2 J 1 2.375-3.000 1.315 1.049 1.00 0.2 0N50-DN65 ] DN25 60.3-76.1 j 33.7 26.6 25.4 0.1 1.049 1.00 0.2 21/2 -3 2.875-3.500 DN65 - DN80 73.0-88.9 26.6 25.4 0.1 3-4 ] 3.5O0-455] 1.049 1.00 0.2 DN80-DN100 J 88.9-114.3 1 26.6 25.4 pJ_ 4.1 DIMENSIONS (yle 922 0utlett Size Bolt/Nut Dimensions Weight Actual Nominal Outside Diameter Minimum Hole Maximum inches inches Diameter/Hole Hole Diameter! Approximate DN mm Size Saw Size Hole Saw Size Y V W Z (Each) Run x Branch Run x Branch inches inches inches inches inches inches inches lb ________ Qty. mm mm mm mm mm mm mm kg 1 660 1 3A6 11/4 4.13 1.98 1.10 2.70 1.1 2N 2J 30.0 32.0 105.0 50.3 27.9 68.6 0.5 1 I16 1 ¼ 4.25 2.11 1.22 2.70 1.2 11/2 1.900 DN40 48.3 2 3/8X1 3/8 30.0 32.0 108.0 53.6 31.0 68.7 0.5 - 1 3A6 1 ¼ 4.75 2.34 1.46 2.56 1.2 1 2.375 1.315 DN25 .L. 30.0 32.0 120.6_ 59.4 37.1 65.1 05 1 /16 1 ¼ 5.50 2.67 1.71 2.56 1.6 21/2 2.875 73.0 2 3/8X13/8 30.0 32.0 139.7 67.8 43.4 65.1 0.7 x1% 11A .i ---- 552 275 1.71 156 1J [FN_675 3.0 0 2 76 30.0 32.0 140.3 69.8 43.4 65.1 0.8 10.54 10161 Rev Q Updated 0712022 © 2022 Victaulic Company. All rights reserved. victaulic.com 4 \/'tauIic Victaulic-Corn 4.2 DIMENSIONS Style 920N Mechanical-T Outlet Size Bolt/Nut Dimensions Weight Actual Nominal Outside Diameter Minimum Hole Maximium inches inches Diameter/Hole Hole Diameter/ Approximate DN mm Size Saw Size Hole Saw Size V V W Z (Each) Run x Branch Run x Branch inches inches inches inches inches inches inches lb Qty. mm mm mm mm mm mm mm kg 3 3.500 88.9] 1.315 1 1/2 1/8 6.42 3.12 2.28 2.75 2.7 1 _______ ______ _______ ..L._ 38.1 41.0 163.0 79.2 57.9 69.9 1.2 4 x DN25 4.500 x 337 I 1 1/2 1 186.6 3.62 2.69 2.75 3.0 DN100 114.3 2 x2~ ½i 38.1 41.0 7.35 91.9 68.3 69.10 1.4 4.3 DIMENSIONS (No. _101 Installation-Ready90° Fl bow C Size Bolt/Nut Dimensions Weight Actual Outside F Approximate Nominal Diameter Qty. Size Take Out C to E B Pre-Assembled Assembled (Each) inches inches inches inches inches inches inches inches lb DN mm - mm mm mm mm mm mm kg 1 1.315 /8X2 1.25 2.13 4.25 2.75 2.75 2.2 DN25 33.7 M10x50 32 54 108 70 J 70 1.0 NOTES Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. Contact Victaulic for torsional resistance information. 10.54 10161 Rev 0 Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 5 JtaUIic victaulic.com 4.4 DIMENSIONS No. 102 Installation-Ready Tee C Size Bolt/Nut Dimensions Weight Actual Outside F Approximate Nominal Diameter Qty. Size Take Out C to B C to R D Pre-Assembled Assembled (Each) inches inches inches inches inches inches inches inches inches lb ON mm - mm mm mm mm mm mm mm kg 1 1.315 3/ax2 1.25 2.13 2.13 4.13 2.75 2.75 3.0 DN25 337 M10x50 32 54 54 1 105 [ 70 70 1.4 NOTES Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. Contact Victaulic for torsional resistance information. 4.5 DIMENSIONS No. 103 Installation-Ready 450 Elbow 104 Size Dimensions Weight F Approximate Nominal Take Out C to E B D Pre Assembled Assembled (Each) inches inches inches inches inches inches inches Lbs. ON mm mm mm mm mm mm kg 1 1 0.88 1.50 3.63 4.25 2.75 2.63 2.1 DN25 ---DN25 __t 22 j 38 j 92 108 . I 70 [ 67 1.0 10.54 10161 Rev 0 Updated 07/2022 © 2022 Victaulic Company. All rights reserved. viCtauliC.Com 6 jtiUIiC• victaulic.com 4.6 DIMENSIONS Style 108 Installation-ReadyRigidCotfpling Preassembled Assembled Pipe End Size Separation' Bolt/Nut Dimensions Weight Actual Pre-Assembled Assembled Outside Approx Nominal Diameter Allowable Qty. Size YL YB X Z VI YB X Z (Each) inches inches inches inches inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm mm mm mm mm I kg 1 1.315 0.14 1 31ax2 1.66 2.17 2.58 1.43 1.61 1 2.29 2.27 1 1.43 1.5 DN25 33.7 3.6 1 M10x 50 42.2J 55.21 65.5 I 36.3_i 41.0J__58.2 L57.5L36.3 0.7 The allowable pipe end separation dimension shown is for system layout purposes only. FireLockTM Style 108 rigid couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. Contact Victaulic for torsional resistance information. 4.7 DIMENSIONS Style 115 OGS x IGS Reducing Coupling R4!1 Iii _ Pre-Assembled Assembled Pipe End Dimensions Pre-Assembled Assembled Size Separation2 Bolt/Nut Weight Actual Approximate Nominal Outside Diameter Allowable Qty. Size X V Z X V Z (Each) inches inches inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm mm mm kg ¼ J 1.660 0.14 3kx2 3.13 4.75 1.75 2.63 4.75 1.75 1.9 32J 1 L 42.4 1.315 3M10x50 2 79 121 44 j67 J2L j 0.9 ½ DN25 L 1.900 33.7 0.14 3kx2 3.25 4.88 1.75 2.88 4.88 1.75 2.1 4O 48.3 3.6 2 M10x50 83 124 44 73 124 44 0.9 2 The allowable pipe end separation dimension shown is for system layout purposes only. FireLock' Style 115 rigid couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. Contact Victaulic for torsional resistance information. 10.54 10161 Rev U Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 7 'ji(tauiic victaulic.com 4.8 DIMENSIONS Style 118 1 Outlet Coupling C t CtoR I I I CtoR Pie Assembled Assembled Size Dimensions Weight F Approx. Nominal Take Out Z C to R Pre Assembled Assembled (Each) CtoBI W Y CtoB W V inches inches inches inches inches inches inches inches inches inches I Lbs. DN mm mm mm mm mm mm mm mm mm kg f x 1 X 1 0.75 3.00 1.50 2.25 1.50 f 4.25 2.00 1.88 4.25 2.4 _DN2SJ I DN25 - DN25 19 76 38 57_i 38_[_108 51 48 108 1 1.1 4.9 DIMENSIONS No. 65 OGS x IGS Grooved End of Run Fitting CtoE II II Size Dimensions Weight Actual Approximate Nominal Outside Diameter C to E (Each) inches inches inches lb DN mm mm kg 11/4 1 1.660 1 1.88 0.7 DN32 j 42.4_i 48 - 0.3 2.00 0.8 11/2 1.900 DN40 48.3 51 0.4 2.25 1.2 2 2.375 1 DN5OJ 1 2 1/2 DN25 _60.3 j 1.315 2.875 33.7 57 0.5 2.50 1.6 ________ 73.0 64 0.7 2.50 1.7 3.000 DN65 j 76.1 0.8 2.75 2.6 3 3.500 DN8O 88.9 70 1.2 10.54 10161 Rev Q Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 8 %jft3UIiC victaulieinm 4.10 DIMENSIONS No. 111 IGS Grooved End Elbow I9:9 A II NOWN as Size Dimensions Weight Actual Outside Approximate Nominal Diameter C to LE C to SE (Each) inches inches inches inches lb DN mm mm mm kg 1 1.315 2.70 1.50 0.6 DN25 33.7 69 38 0.3 - 4.11 DIMENSIONS No. 113 OGS x IGS x IGS Reduce on the Run and Outlet Tee C to B toE2 Size Dimensions Weight Approx. Nominal C to E C to E2 C to B (Each) inches inches inches inches Lbs. DN mm mm mm kg 11/4 1 1 3.05 2.75 1.90 1.3 DN32 DN25 DN25 1 77 _70 48 1 0.6 11/2 1 1 3.05 2.75 2.03 1.3 DN40 x DN25 1 77 70 52 1 0.6 4.12 DIMENSIONS No. 114 IGS x IGS x IGS Grooved Tee —CtoE i CtoE— ____ CtoB Size Dimensions Weight Actual Outside Approx. Nominal Diameter C to E C to B (Each) inches inches inches inches lb DN mm mm mm kg 1 1.315 2.70 1.50 0.92 DN2S _33.7 69 38 0.4 10.54 10161 Rev Q Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victautic.com taUUiC victaulic corn 4.13 DIMENSIONS No. 117 IGS 45° Elbow to Size Dimensions Weight Actual Outside Approx. Nominal Diameter C to E (Each) inches inches inches lb DN mm mm kg 1 1.315 1.55 0.45 DN25 1 39 0.2 4.14 DIMENSIONS No. 143 Close Nipple M Size Dimensions Weight Actual Outside Approximate Nominal Diameter E to E (Each) inches inches inches lb DN mm mm kg 1.53 0.2 38 0.1 2 0.3 51 0.1 2.5 0.4 64 0.2 3 0.4 1 1.315 76 0.2 3.5 0.5 DN25 33.7 89 0.2 4 0.6 102 0.3 4.5 0.6 114 03 5 0.7 127 0.3 Bolt pad interferences may occur in some installation configurations. 10.54 10161 Rev Q Updated 0712022 © 2022 Victaulic Company. All rights reserved. victaulic.com 10 JtaUlicr victaulic corn 4.15 DIMENSIONS No. 144 OGS x IGS Grooved Concentric Reducer Size Dimensions Weight Actual Approximate Nominal Outside Diameter E to E (Each) inches inches inches lb DN mm mm kg 1¼ 1.660 3.00 0.5 DN32 1 1 42.4 1 1.315 76 -0.2 11/2 DN25 1.900 33.7 3.00 0.6 0N40 48.3 76 0.2 4.16 DIMENSIONS No. 145 Female Threaded x Groove 90 Elbow toTE Size Dimensions Weight Actual Outside Nominal Diameter inches inches Approximate ON mm C-TE inches C-GE inches (Each) lb Threaded I Grooved Threaded Grooved Outlet Outlet Outlet Outlet mm mm kg ½ T 0.840 1.45 1.60 0.5 DN15j L...... 21.3 j 36.8 40.6 0.2 1.050 26.9 1.45 36.8 1.60 40.6 0.5 0.2 1/4 1 DN20 0N25 1.315 33.7 1.315] 1.50 1.60 0.5 1 ] DN25 j 33.7 38.1 40.6 0.2 4.17 DIMENSIONS No. 147 Back-To-Back Sprinkler Tee Size Dimensions Weight Nominal Actual Outside Diameter inches inches Approximate ON mm C-TE inches C-GE inches (Each) lb Threaded Threaded Grooved Threaded Threaded Grooved Outlet Outlet Outlet Outlet Outlet Outlet mm mm kg ½ ½ 1 0.840 0.840 1.315 1.75 1.60 0.7 DN15 DN15 'C DN25 21.3 21.3 - 33.7 44.5 40.6 0.3 NOTE: Approved for use with one or two ½ NPT Sprinklers threaded directly into outlet connection(s). 10.54 10161 Rev 0 Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 11 I ~ L. Ai -C -ta U -1i e victaulic.com 4.18 DIMENSIONS No. 148 Sprinkler Reducer EIEfl Length Size Threaded Outlet Size Weight Actual Outside Approximate E to E Nominal Diameter (Each) inches inches inches inches inches lb mm DN mm DM ON kg 3 1 1.315 ½ '/4 0.4 76 DN25 33.7 DN15 DN20 0.2 3.5 1 1.315 ½ 1/4 0.5 89 DN25 33.7 DN15 DN20 0.2 4 1 1.315 ½ 3/4 0.6 102 DN25 33.7 DN15 DN20 0.3 4.5 1 1.315 ½ 3/4 0.6 114 DN25 33.7 DN15 DN20 0.3 5 1 1.315 ½ 3/4 0.7 - 127 DN25 33.7 DN15 DN20 0.3 5.5 1 1.315 ½ 3/4 0.8 140 DN25 33.7 DN15 DN20 0.3 6 1 1.315 ½ 3/4 0.8 152 DN25 33.7 DN15 DN20 0.4 12 1 1.315 /2 3/4 1.7 305 DN25 33.7 DN15 DN20 0.8 - 18 1 1.315 ½ 3/4 2.5 457 DN25 _.33.7 DN15 DN20 1.1 24 1 1.315 ½ Y4 3.4 610 DN25 33.7 DN15 DN20 1.5 30 1 1.315 ½ 3/4 4.2 762 . DN25 -. 33.7 DN15 DN20 1.9 -- 1 NOTES NPT or BSPT available It is acceptable to cut and groove any No. 148 longer than 67152mm. The minimum allowable cut length is 6/152mm for a No. 148. No. 148 Double Ended Sprinkler Reducer - E to Length Size Threaded Outlet Size Weight Actual Outside Approximate E to E Nominal Diameter (Each) inches inches inches inches inches lb mm DN mm DM ON kg 36 I 1 1.315 ½ I ~ 5.0 914 1 DN25 33.7 j DN15 J DN2O 2.3 NOTE 367914mm size features sprinkler outlet on both ends for field fabrication. 10.54 10161 Rev Q Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.cnm 12 \,4t -au IiC victaulic.com 4.19 DIMENSIONS No. 140 Male Threaded x Groove Adapter Size Dimensions Weight Actual Outside Approximate Nominal Diameter E-E (Each) inches inches inches lb DN mm mm kg 1 1.315 2.50 0.3 DN25 33.7 63.5 0.1 4.20 DIMENSIONS No. 141 Female Threaded x Groove Adapter E to E Size Dimensions Weight Actual Outside Approximate Nominal Diameter E-E (Each) inches inches inches lb DN mm mm kg 1 1.315 2.00 0.5 —DN25,_],_ 33.7---]----50.8— 0.2 4.21 DIMENSIONS No. 146 Cap Size Dimensions Weight Actual Outside Approximate Nominal Diameter I (Each) inches inches inches lb DN mm mm kg 1 1.315 0.55 0.2 DN25 33.7 14.0 0.1 10.54 10161 Rev Q Updated 07/2022 © 2022 Victaulic Company. All rights reserved. viitijlicenm 13 JtauIic %IiltZ1IiIif fnm 4.22 DIMENSIONS WB-1 Weld Plunger Cone pDfl1 E to E Dl Dimensions Weight Approximate E to E Dl D2 (Each) inches inches inches lb mm mm mm kg 3.75 1.63 2.00 2.2 953 413 l____50.8 51.0 NOTE WB-1 Weld Plunger Cones are for use with the No. 142 weld outlets and protect the groove during weld process. 4.23 DIMENSIONS NAP-1 Weld Plunger Cone TDh1? Li ErnE Dimensions Weight I Approximate E to E Dl D2 (Each) inches inches inches lb mm mm mm kg 1.75 1.88 1.50 0.3 44.5 47.6 [ 38.0 0.2 I NOTE NAP-1 Weld Plunger Cones are for use with the No. 142 weld outlets and protect the groove during weld process. Ii I I 1 10.54 10161 Rev Q Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 14 A~ -C I I I victaulic.com 4.24 DIMENSIONS RG2910 Roll Grooving Tool a k—C I IN 101ii I I liii Dimensions Weight A B C Approximate Height Width Depth (Each) inches inches inches lb mm mm mm kg 8.00 7.50 3.00 19 IL 200 191 78 8.5 10.54 10161 Rev Q Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 15 \htaulic victaulic.com 5.0 PERFORMANCE Friction Flow Data Size Equivalent Length of 1" Sch. 40 Pipe (C=120) Nominal Branch Run inches feet feet feet Style/No DN meters meters meters 922 See publication 10.52 - - 920N See publication 11.02 - - 101 1 2.0 DN25 0.61 - 102 1 5.0 2.7 0N25 - 1.52 0.82 103 lxi 1 DN25 x DN25 0.3 - - 115 1¼x1 5.7 DN32 x DN25 1.74 - - 1½x1 5.0 DN40xDN25 1.52 118 lxlxl 4.2 1.1 DN25 x DN25 x DN25 - 1.3 0.3 111 1 5.0 DN25 1.52 - - l¼xlxl 5.8 4.6 0N32 x DN25 x DN25 - 1.8 1.4 113 l½xixl 5.3 4.9 DN40 x DN25 x DN25 114 1 6.2 3.3 0N25 - 1.9 1.0 - 117 1 3.5 DN25 1.1 - - 11/4xlxl 3.9 DN32 x DN25 x DN25 1.19 - - 144 l½xlxl LDN40 4.3 x 0N25 x DN25_ 1.31 - - See Note - - In accordance with NFPA 13, friction loss shall be excluded for fittings directly connected to a sprinkler. For hydraulic calculations, Victaulic recommends using the installed length (E-E or cut length) of the No. 148 Sprinkler Reducer as the equivalent length of 17DN25 Sch. 40 pipe. Victaulic No. 148 Length ½' DN15 outlet J /d DN20 outlet Equivalent Length of 1" E to E Sched. 40 Pipe (C=120) inches feet mm meters 256 6.6 3.8 152 2.0 1.2 6-12 5.5 3.8 152-305 1.7 1.2 12-18 6.2 4.3 305-457 1.9 13 18-24 6.7 4.7 457-610 2.0 1.4 24-30 7.1 5.2 610-762 2.2 1.6 30-36 7.4 5.4 762-914 2.3 1.6 I I I I I NOTE When installed in pipe to pipe connections or it is required by the authority having jurisdiction, the equivalent length data in the table (left) may apply. 10.54 10161 Rev 0 Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victauliccom 16 _.htauiicr I victaulic.com 5.0 PERFORMANCE (CONTINUED) Maximum Working Pressure cULus FM LPCB VdS psi psi psi psi kPa kPa kPa kPa Style/No. bar bar bar bar 365 365 365 232 1424 2517 2517 2517 1600 25 25 25 16 300 300 365 232 9224,5 2100 2100 2517 1600 21 21 25 16 365 300 365 232 920N45 2517 2100 2517 1600 25 21 25. 16 365 365 365 232 1014,5 2517 2517 2517 1600 25 25 25 16 365 365 365 232 1024,5 2517 2517 2517 1600 25 - 25_ 25 16 365 365 1034,5 2517 2517 N/A N/A 25 25 365 365 365 232 1084,5 2517 2517 2517 1600 25 25 25 16 365 365 365 232 115 5 2517 2517 2517 1600 25 25 25 16 365 1184.5 2517 N/A N/A N/A 25 365 365 365 232 65 2517 2517 2517 1600 25 25 25 16 365 365 111 2517 2517 N/A N/A 25 25 365 365 2517 2517 N/A N/A 25 25 113 365 365 2517 2517 N/A N/A 25 25 365 365 114 2517 2517 N/A N/A 25 25 365 365 117 2517 2517 N/A N/A 25 25 Maximum pressure rating is 300 psi /21 bar when installed on light-wall steel pipe. Please refer to the latest agency websites for the most up-to-date certification details. Accommodates full vacuum (29.9 in Hg/760 mm Hg.) 10.54 10161 Rev Q Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 17 \/taUIic victaulic.com 5.0 PERFORMANCE (CONTINUED) Maximum Working Pressure cliLus FM LPCB VdS psi psi psi psi kPa kPa kPa kPa Style/No. bar bar bar bar 365 365 365 232 143 2517 2517 2517 1600 25 - 25 25 16 365 365 365 232 144 2517 2517 2517 1600 25 25 25 16 365 365 - 365 232 145 2517 2517 2517 1600 25 25 25 16 365 365 147 2517 2517 N/A N/A 25 25 365 365 365 232 148 2517 2517 2517 1600 25 25 25 - 16 365 365 365 232 140 2517 2517 2517 1600 - 25 25 25 16 365 365 365 232 141 2517 2517 2517 1600 25 25 - 25 16 365 365 365 232 146 2517 2517 2517 1600 25 25 25 16 10.54 10161 Rev 0 Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com E:] J'tauIic I I I F I I victaulic.com 6.0 NOTIFICATIONS Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designers responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. A WARNING Failure to follow instructions and warnings could result in serious personal injury, q property damage, and/or product damage. Before operating or servicing any grooving tools, read all instructions in the manual and all warning labels on the tool. Wear safety glasses, hardhat, foot protection, and hearing protection while work- * ing around the tool. Save the operating and maintenance manual in a place accessible to all opera- tors of the tool If you need additional copies of any literature, or if you have questions concerning the safe and proper operation of the tool, contact Victaulic, P.O. Box 31, Easton, PA 18044-0031, Phone: 1-800-PICK VIC, E-Mail: pickvic@victaulic. corn. NOTICE Victaulic does not recommend the use of any furnace butt-welded pipe with sizes 2"/DN50 and smaller Victaulic gasketed joint products. This includes, but is not limited to, ASTM A53 Type F pipe. 10.54 10161 Rev Q Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 19 \J1tauIic victaulic.com 7.0 REFERENCE MATERIALS 10.06: FireLock Installation-Ready Fittings 10.52: Style 922 Outlet Tee 10.85: VicFleu Series AH2 ad AH2-CC Braided Hose 11,02 Mechanicpl.T Bolted Branch Outlets 24.21: Victaulic Roll Grooving Tool Model RG2910 25.14: Victaulic IGS Groove Specification 1-101-103: FireLocknM Installation-ReadvT° Fittings Installation Instruction 1-102: FireLpckTr Installation-Readv° Fittings Installation Instruction -108: Firel.ockTM Installation -Read vnM Coupling 1.115: FireLock EZTM lnstaIlation.Readyr Reducing Coupling Installation Instruction l-ENDCAP: Victaulic End Can Installation Safety Instructions I49: Style V9 Victaulic FireLock1° IGSTM lnstaIIationReadyTM Sprinkler Coupling I I I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained heroin concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or Other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or 'Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10,54 10161 Rev 0 Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 20 ,.4tauiicr Para CONTRACTOR ENGINEER Submitted By Spec Sect Date Approved JOB/OWNER System No. Location (Mechanical-i Bolted Branch Outlets) (STYLES 92iAND 920N Victaulic Mechanical-T+ Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-I outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HOPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-I Styles 920 and 920N must be installed so that the main and branch connections are a true 900 angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-I in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-I unit. See page 8 for further information. STYLES 920 AND 920N 4F STYLE 920 CROSS PATENTED MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Optional: Hot dipped galvanized Gasket: (Specify choice) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "1" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29"C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. www.victaulic.com viciuic IS REGISTERED TRADEMARK OF VIcTAULIc COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV-0 \4tauIic 11.02.1 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Size Styl e Max.WorJ Appro, No. I Pressure@ Dimensions Weight Each algal 2 X ½ (a) U 9 ON 2 500 1.50 200 2.53 1.61 535 2.75 3.1 50 15 3450 38.1 51 64 - 41 136 70 1.5 - 1/4 (a) 920N 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 20 3450 38.1 50 64 - 41 136 70 1.5 - 1(a) 920N 500 1.50 1.85 2.53 1.61 5.35 2.75 3.0 25 3450 38.1 47 64 41 136 70 1.4 - 1 1/4 (a) lU 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 11/2 (a) to 92oN 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 1 79 41 136 83 1.7 1.5 21/2 X ½ (a) §o 920N 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 65 15 3450 38.1 56 70 - 46 143 70 1.4 - 14(a) §0 920N 500 1.50 2.18 2.74 1.82 5.64 2.75 3.0 20 3450 38.1 55 70 - 46 143 70 1.4 - 1(a) §a 920 N 500 1.50 2.06 2.74 1.82 5.64 2.75 2.9 25 3450 38.1 52 70 - 46 143 70 1.4 - 11/4 t (a) 920N 500 1.75 2.30 3.00 3.25 1 82 6,29 3.00 3.5 3.2 32 3450 44.5 1 58 76 1 83 46 160 76 1.7 1.5 11/2 t (a) 920N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 76 83 46 159 83 1.7 1.6 1/2 (a) 76.1 )( 920N 300 1.50 2.22 2.75 2.25 6.46 3.18 3.9 15 2065 381 56 70 - 57 164 81 1.8 - 14(a) 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 20 2065 38.1 56 70 - 57 164 81 1.8 - 1 (a) 920N 300 1.50 2.07 2.75 2.25 6.46 3.18 3.8 25 2065 38.1 53 70 - 57 164 81 1.7 - 1¼ (8) U 920N 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 1 84 49 160 76 1.6 1.5 11/2 (a) U 920N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 40 3450 508 58 76 84 49 160 83 1.6 1.5 3 1/2 (a) a 920N 500 1.50 2.52 3.05 2.28 6.15 2.75 3.4 80 15 3450 38.1 64 78 - 58 156 70 1.6 - 14(a) a 920 N 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 20 3450 38.1 63 78 - 58 156 70 1.6 - 1(a) 20N 500 1.50 2.38 3.06 2.28 615 2.75 3.3 25 3450 38.1 61 78 - 58 156 70 1.6 - 1¼ (a) to 2 920N 500 1.75 2.55 3.25 3.56 2.28 615 3.00 3.8 3.7 32(b) 3450 44.5 65 83 90 58 156 76 1.8 1.8 1'12 (a) to 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40(b) 3450 50.8 71 89 90 58 156 83 1.9 1.8 2 (a) 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 3½2 920N 500 2.50 3.00 3.75 2.44 6.72 3.88 3.8 X 50 90 3450 63.5 76 - 95 62 171 99 - 1.8 TABLE CONTINUED ON PG. 3 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. DIMENSIONS Y --:9J rr- z I 0-4 11 GROOVED OUTLET I _f-: y Z 4 IR I FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut I in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for I Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use I with HDPE pipe Sizes from 2 x W150 x 15mm through 8 x 47200 x 100 mm I IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. www.victaulic.com \/'(tauIic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_2 REV_O DIMENSIONS GROOVED OUTLET FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-I cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x W/50 x 15 mm through 8 x 4"/200 x 100 mm CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Appr x. Dimensions TABLE CONTINUED FROM PAGE 2 a 920N 500 150 3.03 3.56 ' 2.69 7.01 2.75 3.7 100 15 3450 38.1 77 90 - 68 178 70 1.8 - I/, (a) a 920N 500 1.50 3.00 3.56 2.69 7.01 2.75 3.7 - 20 3450 38.1 76 90 - 68 178 70 1.8 - 1(a) a 920N 500 1.50 2.88 3.56 2.69 7.01 2.75 3.6 25 3450 38.1 73 90 - 68 178 70 1.8 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 1 ½ (a) to 920N 500 32(b) 3450 44.5 78 96 102 68 178 76 1.9 1.8 1 1/2 (a) to 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 40(b) 3450 50.8 1 83 102 102 1 68 178 83 1 2.0 1.9 2 (a) to 920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 21/2 (a) t 920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 65 3450 69.9 73 1 102 102 68 186 118 2.6 2.3 76.1 mm 920 500 2.75 2.88 4.00 2.69 7.34 4.63 6.4 3450 69.9 73 - 102 68 186 118 2.9 3(a) t 920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 - 80 3450 88.9 84 114 105 68 196 130 1 3.8 2.9 1080 >< 1 1/4 (a)a 920N 500 1.75 308 3.78 2.63 7.64 3.05 5.0 32 3450 44.5 78 96 - 67 194 78 2.3 - 1 1h (a)a 920N 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 40 3450 50.8 83 102 - 67 194 83 2.3 - 2 (a) 920N 500 2.50 3.25 4.00 2.63 7.64 4.00 4.0 50 3450 63.5 83 102 67 194 102 1.9 - 761 mm 920 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 3450 69.9 73 102 102 67 1 194 1 109 3.6 3.5 3 (a) 920 500 3.50 3.31 4.50 4.50 2.63 7.63 1 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 5 1 ½ (a) t 920 500 2.00 4.03 4.75 4.75 3 16 9,70 3.69 74 76 125 40 3450 50.8 102 121 121 80 246 94 3.4 3.4 2 (a) t 920 500 250 4.00 475 4.75 3.16 9.70 4.38 8.2 8.0 50 3450 63.5 1 102 121 121 80 246 111 3.7 3.6 21/2 (a) t 920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9 65 3450 69.9 92 121 121 80 1 246 118 3.8 3.6 761 mm t 920 500 2.75 3.75 4.75 3.16 9.70 4.63 8.0 3450 69.9 95 - 121 80 246 118 - 3.6 3(a) t 920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 84 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 4.0 1330 x 2 920N 500 2.50 3.75 4.50 3.17 8.00 3.88 8.0 50 3450 63.5 95 114 - 81 203 99 3.6 - 920 500 1 3.50 3.81 5.00 3.00 9.46 5.31 8.0 80 3450 88.9 97 127 - 76 240 1 135 3.6 - TABLE CONTINUED ON PG. 4 IMPORTANT NOTES: Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet. Specify choice on order. mated to one another * Center of run to end of fitting. to achieve cross connections. 8 Female threaded outlets are available to NFl and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTALJLIC IS A REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2018 vicTAuLic COMPANY. ALL RIGHTS RESERVED. X.04i -C- -ta U -1i cr REV_O 11.023 CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N I I I I I I I I DIMENSIONS I F-Y-:~qj r-r- Z _ GROOVED OUTLET ~v F,-F-- Y z 0-i-nw IR FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x W/50 x 15mm through 8 x 47200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. Style Max.Work Approx. size I No. Pressure@~ Dimensions Weight Each TABLE CONTINUED FROM PAGE 3 1 ½ t 139.7 x 920N 500 200 3.78 450 3.30 8.23 3.25 70 40 3450 508 96 114 - 84 209 83 3.2 - 2t 920 N 500 2.50 3.75 4.50 3.30 8.23 3.88 9.0 50 3450 63.5 95 114 - 84 209 99 4.1 - 6 1¼ >< 920 N 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8 150 32(b) 3450 44.5 112 130 130 96 232 83 2.3 2.2 11/2 (a) to 920N 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40(b) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2(a) to 920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 635 111 130 130 96 232 99 2.7 2.5 2½ 920 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 65 3450 69.9 110 130 130 94 267 118 3.8 3.4 761 mm n 920 500 2.75 4.15 5.21 3.69 10.51 4.63 8.4 3450 69.9 105 132 94 267 118 - 3.8 3(a) t 920 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 3.8 4(a) to 920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 . 4.6 4.6 1½ (a) 159.0 x 920 N 500 2.00 4.41 5.13 3.63 9.40 3.25 7.8 40 3450 50.8 112 130 - 92 239 83 3.5 - 2 (a) 920N 500 2.50 4.38 5.13 3.63 9.40 3.88 8.0 50 3450 1 63.5 111 130 - 92 239 99 3.6 - 761 mm 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 3450 69.9 111 140 130 92 239 118 4.3 4,3 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 80 3450 88.9 110 140 130 92 239 135 3,7 64 1080mm 920 500 4.50 4.45 5.38 3.63 940 6.12 10.0 3450 114.3 113 - 137 92 239 155 - 4.5 920 500 4.50 3.81 5,75 363 1 9.40 1 6.25 180 100 3450 114.3 1 96.80 1 146 1 - 92 239 159 1 8.2 - TABLE CONTINUED ON PG. 5 " Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT' clearly on order. (b)For 76.1 mm threaded outlet, specify 2W BSPT clearly on order. § Vds approved for fire protection services LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02018 viclAuLic COMPANY. ALL RIGHTS RESERVED. 11.022 jt3uIjC REV-0 DIMENSIONS op PN,I! OMI GROOVED OUTLET FT- Y FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPL pipe Sizes from 2 x ½750 x 15 mm through 8 x 4/200 x 100 mm CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-P Bolted Branch Outlets STYLES 920 AND 920N Style Max. Work Appr x. Size N o.. re s sure Dimensions Weight Each Me Hole TABLE CONTINUED FROM PAGE 1651 1 920N 500 1.50 3.88 456 3.79 9.34 2.75 80 25 3450 381 99 116 - 96 237 70 36 - 1 '° 920N 500 1.75 4.43 5.13 3.79 9.34 325 84 - 32 3450 44.5 113 130 - 96 237 83 38 - 1½ (a) to 920N 500 2.00 4.41 5.13 5.13 3.79 934 325 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 2(a) t 920N 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 111 130 130 96 237 1 99 3.9 2.7 761 mm 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69.9 110 130 132 92 267 118 3.9 3.4 3(a) 5 0 920 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 80 3450 889 110 140 130 92 267 135 4.6 3.8 4 (a) to 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 8 - 2(a) 5 920 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 200 50 3450 69.9 138 157 159 122 316 114 53 53 2½ (a) t 920 500 2.75 5.07 6.19 6.19 4.81 1242 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 761 mm 920 500 2.75 5.25 625 4.81 12.42 4.56 116 3450 69.9 133 - 159 122 316 116 - 5.3 3(a) to 920 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 80 3450 88.9 135 165 165 122 316 1 135 5.7 5.3 4(a) to 920 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 12.5 100 3450 114.3 122 171 162 122 316 159 6.9 5.7 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). 1' Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. 8 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings.' (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company, IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com VIcTAuLIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV-0 J6tauIic 11.025 CARBON STEEL PIPE HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 MechanicalT® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. C8 and Ky Values Values for flow of water at +60°F/+16°C are shown in the table below. Exaggerated for clarity Formulas for C81K Values: = Q2 Where: Q = Flow (GPM) = Pressure Drop (psi) Q = C x ,i2 C = Flow Coefficient = Where: Q = Flow (m3/hr) V LP = Pressure Drop (Bar) Q = K,, x 4i K = Flow Coefficient Equivalent Length of Outlet Size Schedule 40 Carbon Steel Pipe OUTLET SIZE (C 120)t FT Cv/Kv Values ½ 0.840 11 - 2 - 15 21 9_4________ 3/4 1.050 16 20 26.7 4 - 13.7 1 1.315 21 3 8 25 33.7 - 1.8 1¼ 1.660 50 48 32 42.7 5 /2 6 42.9 41.1 1 ½ 1.900 11 11 53 53 40 48.3 45.4 45.4 2 2.375 112 104 50 60.3 9 10½ 96 89.1 2½ 2.875 119 150 65 73.0 20 12½ 102 128.5 76.1 mm 3.000 16 - 161 - 76.1 138.1 3 3.500 249 237 80 88.9 14 15 213.4 203.1 4.500 421 401 100 114.3 20 22 360.8 343.6 Hazen-Williams coefficient of friction is 120. Pipe with a wall thickness of 0.165in14.2mm. 1" FireLock" Innovative Groove System (IGS) outlet www.victaulic.com '\,J(t9UIiC" vicrAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 REV-0 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. utlet Size Pipe Approval Agency Rated Working Pressures — psi/kPa 21/2-6 2875 6625 All 10,40 400 400 FM 400 290 232 362 65-150 73.0-168.3 2755 2755 2755 1999 1599 2496 21/2-4 2.875 - 4.500 All OF 300 300 300 290 232 362 65-100 730-114.3 2065 2065 2065 1999 1599 2496 21/2-4 2.875 - 4.500 All SF 300 300 300 290 232 362 65-100 730-114.3 - 2065 2065 2065 1999 1599 2496 6 6.625 3,4 10 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 6 6.625 34 30,40 300 300 300 290 232 362 150 168.3 ' 2065 2065 2065 1999 1599 2496 8 8.625 21/2 10,40 400 - - - 145 - 200 219.1 2755 1000 8 8.625 34 10 300 250 - 145 - 200 219.1 2065 - 1724 1000 8 8.625 40 300 300 145 - 200 219.1 2065 - 2065 - 1000 1 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4 - 87100 - 200MM CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4/100mm, 5/125mm, 67150mm and 8'7200 mm diameter pipe. The Style 931 comes with a 2 ½?65mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01 www.victaulic.com 1.11. Amt_suhlar VICTAULIC IS REGISTERED TRADEMARK OF vlcTAuuc COMPANY. © 2018 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. REV-0 11.027 Mechanical-I® STYLES 920 AND 920N INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com ,/(ct9uIic 11.02 1480 REV UPDATED 11/2018 ' VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02L (VictaulicFreLod Outlet-T) "tJtauIic Style 922 10.52 1.0 PRODUCT DESCRIPTION Available Sizes 11/4 -2 1/2"/DN32—DN65 Threaded Outlet Sizes: 1/2"/DN15, 3%/DN2O, and 1/DN25 NOTE IGS Grooved /DN25 Outlets available for this product. See publication 10.54. Maximum Working Pressure 300 psi/2068kPa/21 Bar Application Provides a convenient method of incorporating outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products Pipe Material Carbon steel Contact Victaulic for use on additional pipe types and wall thicknesses 2.0 CERTIFICATION/LISTINGS -- LIMB OLPCB LPS 1186: Issue 3.3 Ce,tJLPCB W. 4913/27 NOTES See Section 7.2 REFERENCE MATERIALS for additional certification information. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. dint,. •Iin mew, 10.52 03355 Rev J Updated 10/2021 © 2021 Victaulic Company. All rights reserved. 1 '4' -C. tauI ic tiii4uilir mm 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) El Orange coating. El Red coating (standard for EMEA-1 and Asia Pacific). 0 Optional: Contact Victaulic with your requirements for other coatings. Gasket': 0 Grade "E" EPDM (Type A) EPDM (Violet color code) Applicable for wet and dry (oil-free air) sprinkler services only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40°F/-40C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. I Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: o Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex flange nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex flange nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). 10.52 03355 Rev .J Updated 10/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 2 -C \.J4'taUIiC victaulic.com 4.0 DIMENSIONS Style 922 Size Bolt/Nut Dimensions Weight Nominal Actual - lApproximate Run x Branch FPT2 Outside Diameter Qty. Size T° V W V Z I (Each) inches inches inches inches inches inches inches inches I lb DN mm mm mm mm mm mm mm kg 11/4 1/2 1.660 0.840 - 1.30 1.83 1.10 3.87 2.56 1 DN32 DN15 42.4 21.3 2 3/8 x13/8 33 47 28 98 65 0.5 1.28 1.83 1.10 3.87 2.56 1 3/4 1.050 DN20 26.9 2 3/8 13/8 X 33 47 1 28 98 1 65 0.5 1.52 2.18 1.10 3.87 2.56 1 1 1.315 0N25 33.7 2 - ½x13/a 39 55 28 98 65 _0.5 11/2 1/2 1.900 0.840 1.42 1.95 1.22 4.08 2.56 1 40 DN15 48.3 21.3 2 ~x13/8 36 50 31 104 65 0.5 1.40 1.95 1.22 4.08 2.56 1 3/4 1.050 DN2O 26.9 2 3/sx13/8 36 50 31 104 65 0.5 1.64 2.30 1.22 4.08 2.56 1 1 1.315 DN25 33.7 2 %x13/8 42 58 31 104 65 0.6 2 ½ 2.375 0.840 1.66 2.19 1.464.602.56 1 50 DN15 60.3 X 21.3 2 3/8x11/8 42 56 37 117 65 0.6 1.64 2.19 1.46 4.60 2.56 1 3/4 1.050 DN20 26.9 2 - ~x1Ys 42 56 37 117 65 0.6 1.88 2.54 1.46 4.60 2.56 2 1 1.315 DN25 33.7 2 ~x13/e 48 - 65 37 117 65 0.7 21/2 1/2 2.875 0.840 1.91 2.44 1.71 5.40 2.56 2 x DN15 73.0 21.3 2 3/8 X 1•Y8 49 1 62 43 137 1 65 0.7 1.89 2.44 1.71 5.40 2.56 2 3/4 1.050 DN2O 26.9 2 - 3/sxl 3/a 48 62 43 137 65 0.7 2.13 2.79 1.71 5.40 2.56 2 1 1.315 DN25 33.7 2 ~x1Y 54 71 43 137 65 0.7 DN65 ½ 3000 0.840 1.91 2.44 1J1 550 2.56 2 x DN15 76.1 21.3 2 3/8 X1~ 49 62 43 140 65 0.7 1.89 2.44 1.71 5.50 2.56 2 3/4 1.050 DN2O 26.9 2 - 3/8 x 1~ 62 43 140 65 0.7 2.13 2.79 1.71 5.50 2.56 2 1 1.315 DN25 2 3/ax13/s 54 71 43 140 65 0.8 Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads Only. Refer to the specific literature for these types of special male-threaded products for guidance and possible limitations for use. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). 10.52 03355 Rev J Updated 10/2021 6 2021 Victaulic Company. All rights reserved. victaulic.com htauiia victaulic.com 5.0 PERFORMANCE Style 922 Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C=120)4 Run Size x Outlet Size Threaded Grooved5 inches feet feet DN meters meters 1¼ 1 8.5 12.5 DN32 0N25 2.6 3.8 11/2 1 8.5 12.5 DN40 x DN25 2.6 3.8 2 1 8.5 12.5 DN50 DN25 2.6 3.8 - 21/2 1 8.5 12.5 DN25 2.6 3.8 1 8.5 12.5 DN65 DN25 2.6 3.8 Hazen-Williams coefficient of friction is 120. F FireLock'' Innovative Groove System (IGS) outlet 6.0 NOTIFICATIONS WARNING 0 Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Dimensions Minimum Hole Diameter! Maximum Hole Diameter! Hole Saw Size Hole Saw Size inches inches mm mm All Outlet Sizes 1 316 11/4 30 32 10.52 03355 Rev J Updated 10/2021 W 2021 Victaulic Company. All rights reserved. victaulic.com ri victaulic.com 7.1 REFERENCE MATERIALS Size Services Pressures per Regulatory Approvals and Listings6 Nominal UL ULC FM VdS LPCB CNBOP inches psi psi psi psi psi psi DN kPa kPa kPa kPa kPa kPa 1 ¼x½ 300 300 300 232 232 232 - DN32XDN15 2068 2068 2068 1600 1600 1600 1 1/4 X% 300 300 300 232 232 232 DN32XDN20 2068 2068 2068 1600 1600 1600 1¼x1 300 300 300 232 232 232 DN32XDN25 2068 2068 2068 1600 1600 1600 1 ½x½ 300 300 300 232 232 232 DN40XDN15 2068 2068 2068 1600 1600 1600 1½x1/4 300 300 300 232 232 232 DN40XDN20 2068 2068 2068 1600 1600 1600 1 ½ xl 300 300 300 232 232 232 DN40XDN25 2068 2068 2068 1600 1600 1600 2x½ 300 300 300 232 232 232 DN50XDN15 2068 2068 2068 1600 1600 1600 2x3/4 300 300 300 232 232 232 DNSOX20 2068 2068 2068 1600 1600 1600 2x1 300 300 300 232 232 232 DN50XDN25 2068 2068 2068 1600 1600 1600 21/2X1/2 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 2'/2x 1/4 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 2½x1 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 300 232 232 232 DN65XDN15 - 2068 1600 1600 1600 300 232 232 232 DN65XDN20 - - 2068 1600 1600 1600 300 232 232 232 DN65XDN25 -. - 2068 1600 1 1600 1 1600 6 Pressures listed in this chart are based upon standard wall pipe. Approved and Listed pressures may vary by pipe schedule. NOTE Consult regulatory agency websites for details and the most recent regulatory information. 7.2 REFERENCE MATERIALS 05.01 Victaulic Seal Selection Guide 29.01: Victaulic Terms and Conditions of Sale -100: Installation Instructions 1-922: Installation Instructions FireLock°° 0Lltlet-T User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained heroin concerning a possible or suggested one of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patentor other intellectual property right. The terms "Patented" or Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on WeChat. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.52 03355 Rev J Updated 10/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 'JtlUtiC -End II End of Run Fitting) 11 jt —au Ii 10.21 I- 1.0 PRODUCT DESCRIPTION Available Sizes 11/4 - 3/DN32 - DN80 with 1/2/DN15, 3%"/DN20 or 17DN25 female threaded NFl or BSPT outlet. Pipe Material Carbon Steel, Schedule 10, Schedule 40. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure Up to 365 psi/2500 kPa. Function End of branchline elbow fitting for sprinkler connection. 2.0 CERTIFICATION/LISTINGS c UM 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12, painted Orange Enamel. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. El Optional: Hot dipped galvanized. Outlet: NFl o Optional: BSPT ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT, System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.21 3209 Rev F Updated 03/2017 © 2017 victaulic company. All rights reserved. 1 _________________ victaulic.com 4.0 DIMENSIONS No.67 Approximate Nominal Weight Size C to GE C to TE (Each) inches inches inches lb ON mm mm kg 11/4 x ½ 1.875 1.38 0.6 0N32 DN15 48 35 0.3 ~ 1.875 1.38 0.5 DN20 48 35 0.2 1 2 1.75 0.6 DN25 51 44 0.3 - 1 '/2 x ½ 1.875 1.5 0.7 DN40 DN15 48 38 0.3 '/4 1.875 1.5 0.7 DN20 48 38 0.3 1 2 1.625 0.7 DN25 51 41 0.3 2 x ½ 1.875 1.75 0.7 DN50 0N15 48 44 0.3 14 1.875 1.75 0.7 DN20 48 44 0.3 1 2 1.75 0.9 DN25 51 44 0.4 21/2 x ½ 1.875 2 1.3 DN65 DN15 48 51 0.6 14 1.875 2 1.2 DN20 48 51 0.6 1 2 2 1.3 DN25 51 51 0.6 3 x 14 2 2.375 2.0 DN80 DN20 51 60 0.9 1 2 2.375 1.9 0N25 51 60 1 0.9 5.0 PERFORMANCE Please see applicable coupling publication for performance, or contact Victaulic for more information. 10.21- 3209 Rev F Updated 03/2017 © 2017 Victaulic company. All rights reserved. victaulinm JtauIic victaulic.com 6.0 NOTIFICATIONS WARNING This product must be installed by an experienced, trained installer, in accordance with the instructions provided with each valve. These instructions contain important information. Failure to follow these instructions may result in serious personal injury, property damage, or valve leakage. If you need additional copies of this product literature or the valve installation instructions, or if you have any questions about the safe installation and use of this device, contact Victaulic Company, I P.O. Box 31, Easton, PA 18044-0031 U SA, Telephone: 001-610-559-3300. 7.0 REFERENCE MATERIALS 10.64: FireLock EZT1 Style 009N Rigid Coupling I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination an to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grunt any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. I I 10.21 3209 Rev F Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 Jt _au lic [atall other - areas i Flex" Series AH2-GC at Phase [above dea les AH2-CC) (esAH) Victaulic® VicFlexTM Sprinkler Fittings Series AH2 and AH2-CC Braided Flexible Hosesj JtaUIic 10.85 1.0 PRODUCT DESCRIPTION Available Sizes by Component (Series AH2 1IDN25 ID Braided Hose 31, 36, 48, 60, 727790, 915, 1220, 1525, 1830 mm. Note: length includes adapter nipple and 5.757140 mm straight reducer. (Series AH2-CC 1"/DN25 ID Braided Hos'e: 31, 36, 48, 60iZ7I790, 915, 1220, 1525, 1830 mm. Note: length includes captured coupling and 5.757140 mm straight reducer. Connections From Branchline 3/4 /20mm BSPT female thread (VdS only) 1 '/4732mm BSPT female thread (LPCB only) 1"/25mm_NPI,ior BSPT female Thread £J/25mm Grooved IGS (refer to Submittal 10.54 for additional IGS connections) No. 116 CPVC Adapter (1725mm Female CPVC Socket x 1725mm Grooved IGS) No. 142 Welded Outlet Style 922 Outlet-I Style 920N Mechanical-T Outlet No. 65 Grooved End of Run Fitting Hose Inlet 1725mm_Grooved IGS) 1Y25mm_NPTor BSPT male thread 34°I20mm BSPT male thread (VdS only) 1 1/4°/32mm BSPT male thread (LPCB only) ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. vi.biiiIir mm 10.85 5839 Rev AL updated 02/2022 © 2022 victaulic company. All rights reserved. 1 j4tiiuIicr victaulic.com 1.0 PRODUCT DESCRIPTION (CONTINUED) Sprinkler Reducer Sprinkler Connection: ½ and 3%'/l5mm and 20mm NPT or BSPT female thread Straight Lengths: 5.75, 9', 137140mm, 230mm, 330mm 90 Elbows Standard Short Low Profile Short Standard Long Low Profile Long (Short elbows typically used with concealed sprinklers. Long elbows typically used with recessed pendent sprinklers) Brackets Styi.)for suspended and hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment, and installation before most ceiling tiles in place Style A83 for surface mount applications, wood, metal and block walls, or ceilings Style A84 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment - • Style A135 for hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment Style A137 for suspended and hard-lid ceilings Style A137 Adjustable for suspended and hard-lid ceilings . Style AB10 for Armstrong® TechZon&° ceilings Style AB11 for lay-in panel suspended t-grid ceilings or drywall suspended t-grid ceilings, allows for low profile installations (use only with 90° low profile elbows) . Style AB12 for suspended and hard-lid ceilings, allows for vertical sprinkler adjustment, and allows for low profile installation down to 47100mm. Style ABBA bracket for suspended, exposed, and hard-lid ceilings . Style ABMM bracket for surface mount and stand off-mount applications, wood, metal and block walls, or ceilings and hard-lid ceilings . Strut channel and pipe clamp, not supplied by Victaulic Maximum Working Temperature 225°F/107°C o 150°F/65°C (No. 116 CPVC Adapter) Maximum Working Pressure 200 psi/1375 kPa (FM Approval) . 175 psi/1206 kPa (cULus Listed) 1600 kPa/232 psi (VdS/LPCB Approved) 1.4 MPa (CCCf Approved) 175 psi/1206 kPa (No. 116 CPVC Adapter) Minimum Bend Radius 7/178mm (FM/CCCf Approval) 2/51 mm (cULus Listed) 3776.2 mm (VdS/LPCB Approved) 10.85 5839 Rev AL updated 02/2022 © 2022 victaulic Company. All rights reserved. uirfiitir ,nm KA I \4 ta U11c victaulic.com 1.0 PRODUCT DESCRIPTION (CONTINUED) Maximum Allowable Sprinkler K-Factors FM (1/2715mm reducer) K5.6/8,1 (SI.), (3%720mm reducer) K14.0/20,2 (SI.) cULus (1/2715 mm reducer) K8.0/11,5 (SI.), (3/4'720 mm reducer) K14.0/20,2 (SI.) VdS/LPCB (1/2715mm reducer) K5.6/8,1 (SI.), (34720mm reducer) K8.0/11,5 (SI.) 2.0 CERTIFICATION/LISTINGS <~ C&S -_ OPCB-' ou LISTED 2809 NOTE The VicF/ex Series AH2 Hose has been tested and evaluated by Spears® for acceptable use with Spears® CPVC Products and is therefore covered under the Spears® FlameGuard® Installer Protection Plan. 30 SPECIFICATIONS - MATERIAL (Series AH2 Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc-Plated Reducer (1/2"I15mm or 3/4"I2Omm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Brackets: Carbon Steel, Zinc-Plated (Series AH2-CC Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Coupling Retainer Ring: Polyethelene Nut: Carbon Steel, Zinc-Plated Reducer (1/2'715 mm or 3/4720 mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Coupling Housing Coating: Orange enamel (North America, Asia Pacific). Red enamel (Europe). Hot dipped galvanized. Gasket:' Grade "E EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type Ill Finish No. 116 Adapter Fitting: CPVC and Brass Seal: Victaulic EPDM 10.85 5839 Rev AL Updated 02/2022 ® 2022 Victaulic Company. All rights reserved. victaulic.com 3 4tauIic victaulic.com 4.0 DIMENSIONS (Product Details - Series AH2 Braided Hose) u: Hose Length Dimensions Hose Length A B inches inches inches mm mm mm 31 25.3 31 790 641 790 36 31.3 36 915 794 915 48 423 48 1219 1 - 1073 1220 60 543 60 1525 1378 1525 72 663 72 1830 1683 1830 [Series AH2-CC Braided Hose) II o Hose Length A B inches inches inches mm mm mm 31 245 29.8 790 622_ 757 36 29.5 34.8 915 749 884 48 41.5 46.8 - 1219 1054 1189 60 53.5 58.8 1525 1359 1494 65.5 - 70.8 1830 1664 1798 Item Description 1 Flexible Hose 2 Isolation Ring - 3 Gasket 4 Nut - Adapter,Nipple 6 Braid Collar/Weld Fitting 8 Sleeve 9 Reducer Item Description 1 Flexible Hose 2 Isolation Ring - Gasket - Nut Captured Coupling - - Braid - - Collar/Weld Fitting Sleeve - Reducer I 10.85 5839 Rev AL Updated 02/2022 0 2022 Victaulic Company. All rights reserved. victaulic.com JtauIicr I I I 3 2.847 89 mm 9 1.88"! 48 mrr 1.4"! 5.25"! imm victaulic.com 4.0 DIMENSIONS (CONTINUED) !ndur 5.757140 mm straight reducer Optional Reducers 2.627 66.5 mm Fzcm_iii1 9.0/229 mm straight reducer IIllllllhIllll 111 13.0"/330 mm straight reducer 2.62"! 66.5 mm 5.50"! 139.7 mm 4.837 3.257 122.7 mm -. 82.6mm (hort9O°&bowredir 7j5"/ 184.2 mm 6.57"! 166.9 mm Long 90° elbow reducer 5.00"! 127.0 mm NOTE The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90° elbow is typically used in the installation of recessed pendent sprinklers. FM/VdS Approved only. Low Profile Short 90° elbow reducer Long 90° elbow reducer NOTE Style AB11 When low profiles elbows are with the Style AB11 bracket, the Low Profile Short Elbow is typically used with concealed sprinklers while the Low Profile Long Elbow is typically used in the installation of recessed pendent sprinklers. No. 116 CPVC Adapter NOTES E to E is 3.0 "/76.0 mm The No. 116 CPVC Adapter has 2 ft. (0.6 m) EQL of 1 Schedule 40 pipe. 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 5 ___________ Style AB4 Hard-Lid Ceilings with Hat furring channel grid system Item Description 24"/610 mm or 48"/1219 mm Square Bar [2 j Patented Vertically Adjustable Center Bracket l3 L End Bracket for Rat Furring Channel NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. I I i,irfi,lir inm 4.1 DIMENSIONS VicFlex Brackets (yIeA2 Suspended Ceilings Hard-Lid Ceilings Item Description 1 24'/61Ommor48Y1219mm Square Bar 2J Patented Vertically Adjustable Center Bracket L 3 I _End Bracket - NOTE Both sizes FM/VdS/LPCB Approved, cULus listed Style AB3 Surface Mount Applications FM/LPCB Approved 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com JtaUIic I I victaulic.com 4.2 DIMENSIONS VicF!ex Brackets Style AB5 Hard-Lid Ceilings Item Description [1111 ] 24/610mm 0r48'/1219mm Square Bar - 2 Patented Vertically Adjustable Center Bracket 3 L End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. Style AB7 Suspended Ceilings Hard-Lid Ceilings Item Description b 1 24/610mm0r48"/1219mm Square Bar 2 Patented 1 -Bee26 Center Bracket End Bracket NOTE Both sizes FM/VdS/LPCB Approved. Style AB7 Adjustable Suspended Ceilings Hard-Lid Ceilings Item Description r 1 700mm or 1400mm Square Bar L.......... I Patented 1 -Bee2l Center Bracket I 3 L..... - End Bracket (adjustable) -. NOTE Both sizes FM/VdS/LPCB Approved. 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. 5,ir12iilit- Iflfl1 7 \,ht _au l ic Style AB11 Suspended ceilings Hard-Lid ceilings Item Description 24/610mm or 48/1219mm Square Bar - 2 Patented 1-Bee2° Center Bracket - I 3J End Bracket NOTE FMIVdS Approved, cULus listed. *,;j-+, a;,- 4.3 DIMENSIONS VicFlex Brackets Style AB1O Suspended ceilings Armstrong® TechZone Tm Item L Description 1 6/152mm Square Bar 2 Patented 1-Beer Center Bracket L3 .. End Bracket 1 NOTE FM/VdS/LPCB Approved, cULus listed. I Style AB12 U • Suspended ceilings Hard-Lid ceilings L Item Description Style AB1 2 Bracket Body I 2 #2 Square Drive Set Screw NOTE FM/VdS Approved. 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved victaulic.com j4'tauiic Style ABMM Surface mount Stand-off mount Item L Description JIIII - . Style ABMM Bracket Body - 2 Cap Screw, Serated Flange, M6 x x 15.24, 125 Torx Drive Recessed victaulic.com 4.3 DIMENSIONS (CONTINUED) VicFIex Brackets Style ABBA Floor-above mount Cantilever mount Temporary mount in exposed ceilings Item Description 1 Style ABBA Mounting Plate 2 Style ABBA Square Bar Cap Screw, Serated Flange, M6 x x 20, 125 Torx Drive Recessed 4 1 Style ABMM Bracket Body -- Cap Screw, Serated Flange, M6 x x 15.24, 125 Torx Drive Recessed NOTE FM Approved. NOTE FM Approved. 10.85 5839 Rev AL updated 02/2022 © 2022 Victaulic Company. All rights reserved. virtiiIir' 1-nm \,htauIic. 4.3,7 III mm 2W/60.33 mm V2707 MAX. EXTENSION victaulic.com 4.4 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket - 1.7743 mm Typical ceiling grid See note Bracket Assembly - Style AB2 ~,eiyfing a'/15.9mm I pical tile \- Finished surface 247610 mm 0r4871219 mm - on Center V2707 W119 MM MAX. RECESS Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4" 1/2" 3W 1/2" V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4" Max Recess ½" Max Recess 3/4' Max Recess ½" Max Recess inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 - Bend Radius 50 80 175 "A" Minimum Required 8.6 10.1 9:6 11.1 13.6 15.1 5.8 5.8 Installation 218 269 244 281 345 383 147 147 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com - 10 Thtc— Bracket Assembly Style AB2 21l1"/68 rum - max. hole - 2W/60 mm mm. hole 2x4' Stud Typical 167406 mm C/C A See Chart 1.8745 - I 89 mm Finished 716 mm ceiling Typical drywall victaulic.com 4.5 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket See chart V381/2'713 mm MAX. RECESS V38 MAX. EXTENSION Hose Clearance Chart Straight Reducer V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 WI 20mm ½ I 13mm WI 20mm WI 20mm ½' 113mm WI 20mm /4l 20mm WI 13mm WI 20mm Max Recess" Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 "A" Minimum Required 6.2 7.6 6.1 7.2 8.6 7.1 11.2 12.6 11.1 Installation 158 193 155 183 218 180 285 320 282 Space Hose Clearance Chart Long Elbow Short Elbow V2707 V2709 V3802 3/4 120mm 3/4"120mm 1/2"I13mm Max Recess Sidewall Max Recess inches inches inches mm mm mm "R" Minimum - Bend Radius "A" Minimum Required 3.3 3.6 3.3 Installation 84 91 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures.above. 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. ui,42111ir ,nm 11 Aita UIic victaulic.com 4.6 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB4 Bracket A See Chart See chart Bracket assembly Style A84 4.1 ' I 7 2W/60 mm 104 mm max. hole 2751 mm mm. hole 7/8723 mm iriished ceiling W/16 mm ] Typical drywall V27 MAX. EXTENSION # 10 Screw • • iIkT-iIi/ - Typical 16/406 mm C/C V27 W119 mm MAX. RECESS Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4" Va" 3/4!'½" V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4" Max Recess ½ Max Recess 3/4" Max Recess ½' Max Recess inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm "R" Minimum 2.0 2.0 3.0 3.0 7.0 7.0 Bend Radius 50 50 I 80 80 175 175 - "A" Minimum Required 8.8 10.2 9.8 11.2 13.8 15.2 8.0 5.9 Installation 224 259 249 . 285 351 386 203 150 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev Al. Updated 02/2022 © 2022 Victaulic Company. All rights reserved. 12 \/tau liC 2%"/60 mm max. hole V27 MAX. EXTENSION victaulic.com 4.7 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB5 Bracket R I See chart A See chart Bracket e m - Style ABS assly 57 mm 2x4' metal stud 3/ I 23, 92 mm I I Finish mm ceiling Typ. Drywall —Typical 167406 mm C/C - V27 3A4719 mm MAX. RECESS Hose Clearance Chart Straight Reducer "72707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4" 120mm ½ I 13mm 3/4120mm 3/4" 120mm ½" I 13mm 3/4 120mm 3/4" 120mm ½" I 13mm 3/4' 120mm Max Recess" Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches . inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 Bend Radius - 50 80 175 "A" Minimum Required 6.0 7.7 6.1 7.0 8.7 7.1 11.0 12.7 11.1 Installation 158 196 155 178 221 180 279 323 282 Space Hose Clearance Chart Low-Profile Long Elbow Long Elbow Short Elbow V2707 V3802 V2709 V3802 V3802 3/4°120mm 1/2'113mm 3/4"120mm 1/2"113mm 1/2'113mm Max Recess Max Recess Sidewall Max Recess Max Recess inches inches inches inches inches mm mm mm mm mm "R" Minimum - Bend Radius "A" Minimum Required 3.5 4.9 3.6 2.9 3.3 Installation 89 124 91 74 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. viCtaulic.Com 13 A-c-t-aulicr _______ 2W/60 mm Bracket max. hole I Assembly Illh1I1II 2/51 mm Style AB1 1 mm. hole See Chart . 3.07 __________ ff FIT 76 mm 1.7'/43 mm t Typical /8'/15.9 mm ceilirr g face ceiling grid Typical _inished ceiling tile See Note 24/6lommor V27 4871219 mm on center Pendent 21tl6768 mm max. hole 2W/60 mm mm. hole 14 im I V38 ,u1i,Iir- tnm 4.8 DIMENSIONS Clearances H Braided Style ll Bracket (LOW LPROFILE SOLUTION)) Hose Clearance Chart Low-Profile Low-Profile Long Elbow Short Elbow V2707 V3802 3/4"120mm ½°ll3mm Max Recess' Max Recess inches inches mm mm "A" Minimum Required 4.0 3.9 Installation 102 99 Space - NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AL Updated 02/2022 C 2022 Victaulic Company. All rights reserved. victaulic.com 14 '1.1.,s4'taU1ic! P See 1in 9nrn I ce of Typinel Ceiling V2707 W/12.7 nrn MAX. RECESS Nominal N 1473556 ! yp*.*!Ln!!!mmy V2707 S4719 nm,. MAX. RECESS victaulic.com 4.9 DIMENSIONS Clearances Style AB12 and ABBA Bracket Suspended Ceiling Grid with Recessed Sprinkler with Low Profile Short Elbow Suspended Ceiling Grid with Recessed Sprinkler and Straight 5.757140mm Reducer Low Profile Low Profile Standard Standard Standard Dimension Short Elbow Long Elbow Short Elbow Long Elbow Straight Reducer 3/4Y19mm 3/4'/l9mm 3/4"I19mm 3/4719 MM 3/4719mm Recessed* Concealed Recessed Concealed Recessed Concealed Recessed Concealed Recessed Concealed inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm mm A Minimum Required 4.0 5.5 5.6 7.2 5.9 7.5 7.7 9.3 15.0 16.6 Installation Space 101.6 139.7 142.2 182.9 149.9 190.5 195.6 236.2 381.0 421.6 Distance from Top of B Typical Ceiling Tile to 05 20 15 15 15 15 30 30 30 30 12.7 50.8 38.1 38.1 Bottom of Gate 38.1 38.1 762 76.2 76.2 76.2 * Adjustability will be limited Style ABMM Bracket Stand-off Dimensions I 2.22/ I ___________________ 5 "194"/ 3L1 12.9t1 28.11 l00mmfl 5rm 100 mm 7mm/ 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic company. All rights reserved. victautic.com 15 victaulic.com 4.10 DIMENSIONS Clearances Style AB3 and ABMM Bracket Surface Mount Application with Recessed Sprinkler 2/51 mm mm. hole Hose clearances inches inches inches inches inches inches inches inches inches inches Dimension mm mm mm mm mm mm mm mm mm mm Wall Thickness 2 4 6 8 10 2 4 6 8 10 "A" 50 100 150 200 250 50 100 150 200 250 Outlet Length 5.75 9 13 5.75 9 FiT 9 13 13 13 5.75 9 13 5.75 9 13 13 13 13 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 HoseClearance 11.6 14.8 18.8 9.6 12.8 16.8 10.8 14.8 12.8 10.8 12.6 15.8 19.8 10.6 13.8117.8 11.8 115.8 13.8 11.8 294 376 478 243 325 427 275 376 325 275 319 402 503 268 351 452 300J402 351 300 Bend Radius 7 8 - - 175 200 NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AL Updated 0212022 © 2022 Victaulic Company. All rights reserved. victaulic.com 16 111.4tauIic victaulic.com 4.11 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with Style 922 threaded outlet Series AH2-CC Braided Hose with Style 922 grooved outlet art art Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 9.4 10.4 11.4 12.4 13.4 238 263 289 314 339 Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 7.7 8.7 9.7 10.7 11.7 197 222 247 273 298 10.85 5839 Rev AL updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaufic.com 17 .j(ctauIicr victaulie corn 4.12 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with female threaded outlet Series AH2-CC Braided Hose with grooved outlet Til Trq Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Land Radius 80 100 125 150 A Mm. 9.4 10.4 11.4 12.4 241 239 264 290 315 Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm A Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 8.1 9.1 10.1 11.1 12.1 205 231 256 281 307 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. viCtauhc.com j$'tauIic victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA Series AH2 andAH2-CC Braided Hoses with Straight 5.751140 mm Reducers LISTED Style AB2, AB4, AB5 and AB10 Brackets Hose Reducer UL Equivalent Length of Length Nominal Outlet Size 1733.7mm Sch. 40 pipe inches inches feet mm Type DN meters Max Bends 31 . Straight ½ 15.0 790 DN15 4.6 31 Straight --L9-0 1/2 16.0 DN15 4.9 31 . Straight 3/4 19.0 790 DN20 5.8 31 . Straight '/4 20.0 790 DN20 6.1 36 . Straight ½ 18.0 .915 DN15 . 5.5 36 . Straight /2 21.0 915 DN15 6.4 36 . Straight 3/4 21.0 915 DN20 6.4 36 . Straight 3/4 23.0 915 DN20 7.0 48 . Straight '/2 21.0 1220 DN15 6.4 48 . Straight ½ 32.0 8 1220 DN15 9.8 48 . Straight 3/4 26.0 1220 DN20 7.9 48 . Straight 3/4 37.0 8 1220 DN20 11.3 60 . Straight ½ 27.0 1525 DN15 8.2 60 . Straight ½ 46.0 10 1525 DN15 14.0 60 . Straight 3/4 27.0 - 1525 DN20 8.2 60 . Straight 3/4 46.0 10 1525 DN20 14.0 72 . Straight V2 31.0 1830 DN15 9.4 72 1830 . Straight ½ 0N15 55.0 16.8 12 72 . Straight 3/4 30.0 1830 DN20 9.1 72 . Straight 3/4 60.0 12 1830 DN20 18.3 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 19 \.4taUlicr victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) (Series AH2 and AH2.CC Braided Hose with 900 Low Profile Elbovis usa Style AB11 VicF1ex Bracket Hose Reducer UL Equivalent Length of Length Nominal Outlet Size 1733.7mm Sch. 40 pipe inches inches feet mm Type ON meters Max Bends 31 LP Elbow ½ 18.0 3 790 ____________________ DN15 5.5 31 LP Elbow 1/2 24.0 4 790 DN15 7.3 31 LP Elbow 3/4 21.0 3 790 DN20 6.4 31 LP Elbow 3/4 24.0 4 790 DN20 7.3 36 LP Elbow ½ 19.0 3 915 DN15 5.8 36 LP Elbow ½ 26.0 5 915 DN15 7.9 36 LP Elbow 3/4 23.0 3 915 DN20 7.0 36 LP Elbow 3/4 28.0 5 915 DN20 8.5 48 LP Elbow ½ 23.0 3 .1220 DN15 - 7.0 48 - LP Elbow ½ 43.0 8 1220 DN15 13.1 48 LP Elbow 3/4 30.0 3 1220 DN20 9.1 48 LP Elbow 3/4 42.0 8 1220 DN20 12.8 60 LP Elbow ½ 28.0 3 1525 DN15 8.5 60 LP Elbow ½ 49.0 10 1525 DN15 14.9 60 LP Elbow 3/4 31.0 3 1525 DN20 9.4 60 LP Elbow 3/4 50.0 10 1525 DN20 15.2 72 LP Elbow ½ 31.0 3 1830 DN15 9.4 72 LP Elbow ½ 65.0 12 1830 0N15 19.8 72 1830 LP Elbow _____________________ 3/4 0N20 36.0 11.0 3 I 72 LP Elbow 3/4 63.0 12 1830 DN20 19.2 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com ce x A-c-ta-ulicr victaulic.com 5.0 PERFORMANCE -FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide Equivalent length valtes at various numbers of 90 degree bends at 2/51 mm center line bend radius Nominal Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Length Size Bend Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends inches inches feet feet feet feet feet feet feet feet feet feet feet feet mm ON meters meters meters meters meters meters meters meters meters meters meters meters 31 ½ 11.0 13.0 15.0 16.0 790 1 DN15 3.4 1 4.0 4.6 4.9 - - - - - - - - 31 3/4 12.0 1 14.0 19.0 20.0 790 DN20 3.7 4.3 5.8 6.1 - - - - - - - - 36 1/2 14.0 16.0 18.0 19.0 21.0 915 DN15 4.3 4.9 5.5 5.8 6.4 - - - - - - - 36 3/4 17.0 19.0 21.0 22.0 23.0 915 DN20 5.2 5.8 6.4 J 6.7 7.0 - - - - - - - 48 1/2 18.0 19.0 21.0 23.0 25.0 27.0 30.0 32.0 1220 _DN15 5.5 5.8 _6.4 7.0 7.6 8.2 9.1 9.8 - - - 48 1/4 21.0 24.0 26.0 28.0 31.0 33.0 35.0 37.0 1220 DN20 6.4 7.3 7.9 8.5 9.4 10.1 10.7 11.3 - - - - 60 1/2 21.0 24.0 27.0 30.0 32.0 35.0 37.0 40.0 43.0 46.0 _1525 DN15 6.4 7.3 8.2 9.1 9.8 10.7 11.3 12.2 13.1 14.0 - - 60 3/4 23.0 25.0 27.0 1 29.0 32.0 34.0 37.0 40.0 43.0 46.0 ic)c 1ThI)fl 70 7 r 0) 00 00 fl.fl I I I I I I ,,, - - 72 1/2 27.0 29.0 31.0 34.0 37.0 40.0 43.0 46.0 48.0 50.0 52.0 55.0 .1830 DN15. - 8.2 8.8 9.4_ 10.4 11.3 12.2 13.1 14.0 14.6 15.2 _15.8 16.8 72 ~ 26.0 28.0 30.0 33.0 37.0 40.0 44.0 48.0 51.0 54.0 57.0 60.0 1830 DN2O 7.9 8.5 9.1 10.1 113 12.2 13.4 14.6 15.5 16.5 17.4 18.3 NOTES Values for use with 5-757140 mm straight reducers. The values in this table are provided by the manufacturer for reference Only. For friction loss data in accordance with the UL Certification, please refer to pages 19 and 20 of this publication. How to use this Design Guide: For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 21 'J(tauuic victauIicnm 5.1 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses Style AB2, AB3, AB4, AB5, A137, AB7 Adj., AB8, AB10, AB12, ABBA and ABMM VicFIex Brackets Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1733.7mm at 77178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm S.I. type meters 1/2 13.8 15 4.2 31 5.6 Straight 790 8.1 2 ½ 15 23.5 90 Elbow 7.1 ½ 16.6 15 5.1 36 5.6 Straight 915 8.1 2 ½ is 25.6 90_Elbow 7.8 ½ 23.4 is 7.1 48 5.6 Straight 1220 8.1 3 ½ 15 30.7 900 Elbow 9.3 ½ 30.2 15 9.2 60 5.6 Straight 1525 8.1 4 ½ 15 35.9 90* Elbow 10.9 ½ 37.0 72 5.6 15 Straight 11.3 1830 8.1 4 ½ 15 41.1 90_Elbow 12.5 3/4 16.8 20 5.1 31 8.0 Straight 790 11.5 2 3/4 20 16.8 90* Elbow 5.1 3/4 20 20 6.0 36 8.0 Straight 915 11.5 2 3/4 20 19.7 90* Elbow 6.0 3/4 27.8 20 8.4 48 8.0 Straight ________ 1220 11.5 20 3/4 26.6 90* Elbow 8.1 ______ FM NOTES The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE A 48-inch hose installed with two 300 bends and two 900 bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 2400, which is less than the allowable 2700. 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 22 js(tauIic I victautic.com 5.1 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hoses Style AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB12, ABBA and ABMM VicFlex Brackets Maximum Equivalent Number Length of Length of of goe Bends Stainless Steel Outlet 1733.7mm at 7/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm S.I. type meters 1/4 35.7 20 10.9 60 8.0 Straight 1525 11.5 3/4 20 33.6 90.Elbow 10.2 3/4 43.5 20 13.2 72 8.0 Straight 1830 11.5 1/4 20 40.6 90 Elbow 12.2 1/4 16.5 20 5.0 31 11.2 Straight 790 16.1 2 1/4 - 20 17 90 Elbow 5.4 3/4 19.5 20 36 11.2 Straight 915 16.1 2 3/4 20 207 90* Elbow 6.3 3/4 26.7 20 8.1 48 11.2 Straight 1220 16.1 3/4 20 279 90* Elbow 8.5 3/4 33.9 20 10.3 60 11.2 Straight 1525 16.1 3/4 20 35 90 Elbow 10.7 3/4 41.3 20 12 .5 72 11.2 Straight 1830 16.1 3/4 20 422 90 Elbow 12:8 3/4 149 20 45 31 14.0 Straight . 790 20.2 2 3/4 20 155 90 Elbow 4.72 FM NOTES The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2.0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 23 ___________ I victaLilie corn 5.1 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) FM Series AH2 and AH2-CC Braided Hoses Style AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB12, ABBA and ABMM VicFiex Brackets Maximum Equivalent Number Length of Length of of 90 Bends Stainless Steel Outlet 1/33.7mm at 7"I178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm S.I. type meters 3/4 19.4 20 59 36 14.0 Straight 915 20.2 2 3/4 20 19.6 90° Elbow 5.9 3/4 30.3 20 9.2 48 14.0 straight 1220 20.2 3 3/4 20 29.5 90° Elbow 8.9 Y4 33.9 20 10.3 60 14.0 straight 1525 20.2 4 3/4 20 34.1 90° Elbow 10.4 3/4 37.5 20 11.4 72 14.0 Straight _______ 1830 20.2 4 ~ 20 38.6 90° Elbow 11.7 FM NOTES The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 24 \/ltaUJicr I I I I victaulic.com 5.2 PERFORMANCE - FRICTION LOSS DATA Series AH2 Braided Hose with 900 Low Profile Elbows Style AB5, AB11, AB12, ABBA and ABMM VicFlex Bracket Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1/33.7mm at 7/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches Imperial inches feet mm S.I. mm meters 31 5.6 1/2 13.7 790 8.1 15 4.2 2 36 5.6 1/2 17.0 915 8.1 15 5.2 2 48 5.6 ½ 25.0 1220 8.1 15 7.6 3 60 5.6 ½ 33.0 1525 8.1 15 10.1 4 72 5.6 ½ 41.1 1830 8.1 15 12.5 - 4 31 8.0 1/4 13.6 790 11.5 20 4.14 2 36 8.0 3/4 16.9 915 11.5 20 5.2 2 48 8.0 3/4 27.8 1220 11.5 20 8.5 3 60 8.0 3/4 32.6 1525 11.5 20 9.9 4 72 8.0 3/4 40.6 1830 11.5 20 12.4 4 31 11.2 3/4 13.7 790 16.1 20 4.2 2 36 11.2 3/4 17.0 915 16.1 20 5.2 2 _______________ 48 11.2 3/4 24.9 1220 16.1 20 7.6 3 60 11.2 1/4 32.9 1525 16.1 20 10.0 4 72 11.2 3/4 40.9 1830 16.1 20 12.5 4 31 14.0 3/4 13.5 790 20.2 20 4.1 - 2 36 14.0 1/4 16.8 915 20.2 20 5.1 2 48 14.0 3/4 24.7 1220 20.2 20 7.5 3 60 14.0 3/4 32.7 1525 - 20.2 20 9.9 4 72 14.0 3/4 40.7 1830 20.2 20 12.4 4 FM NOTES The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. victauliccom 25 X. /ttuuIic! victaulic.com 5.3 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hose Style AB2, AB4, AB5, AB7, AB7 Adj., A138, AB10, AB11 and AB12 Brackets Equivalent Length of Length of steel pipe according to Stainless Steel Outlet EN 10255 ON 25 Maximum Number Flexible Hose Size (33,7 x 3,25) of 90 Bends at mm DN meters 3776.2mm Bend inches inches feet Radius DN15 790 1/2 5.5 31 18.0 3 DN20 3/4 DN15 915 ½ 6.4 36 21.0 3 DN20 3/4 DN15 1220 ½ 8.5 48 27.9 3 DN20 ~ DN15 1525 ½ 10.7 60 35.1 4 DN20 3/4 DN15 1830 ½ 12.8 72 42.0 4 DN20 Y4 VdS Ceiling Manufacturers List AB2, AB7, AB10 ,AB11 1.AMF Armstrong Chicago Metallic Dipling Durlum Geipel Gema-Armstrong 8.Hilti Knauf Lafarge Linder Odenwald Richter Rigips Rockfon Pagos Suckow & Fischer USG Donn AB4 AB5,AB8 No specific approval 1. Hilti Knauf Lafarge Lindner Rigips 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. s,irtiilir mm WO \/tauIic victaulic.com 5.3 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hose LPCB. Style AB2, A133, AB4, AB5, AB7, AB8, and AB10 Brackets Length of Equivalent Length Maximum Stainless of steel pipe Number of Steel according to 90 Bends at Flexible Outlet EN 10255 ON 25 3"I76.2mm Hose Size (33,7 x 3,25) Bend Radius mm mm inches meters inches type feet 15 mm 1/2 790 Straight 1.8 31 6.0 2 20mm 3/4 Straight 15 mm 1/2 915 Straight 3.6 36 11.9 20mm 3/4 Straight 15 mm ½ 1220 Straight 4.3 48 14.0 3 20mm 3/4 - Straight 15 mm 1/2 1525 Straight 4.1 60 13.6 20mm 3/4 Straight 15mm ½ 1830 Straight 5.5 72 18.1 3 20mm 3/4 Straight Series AH2 Braided Hose Style AB2, AB3, AB4, AB5, AB7, AB8, AB10 ' and AB12 Brackets Equivalent Length of Length of V/33.7 mm Sch. 40 Pipe Flexible Hose Straight Configuration Bend configuration mm meters meters inches feet feet 790 0.87 2.70 31 2.9 8.9 915 1.00 2.80 36 3.3 9.2 1220 2.23 4.66 48 7.3 15.3 1525 2.90 6.5 60 9.5 21.3 1830 3.31 7.16 72 10.9 23.5 CCCF NOTE Friction loss data is in accordance with G135135.16 tested at a flow rate of 114 liters per minute (30 gallons per minute). 10.85 5839 Rev AL Updated 02/2022 © 2022 Victaulic Company. All rights reserved. victautic.com 27 \jf'tauIic I Wirtaillie ,nm 6.0 NOTIFICATIONS A WARNING I IZt • Read and understand all instructions before attempting to install any Victaulic products. I ' Always verify that the piping system has been completely depres- surized and drained immediately prior to installation, removal, I adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain im- portant information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. WARNING It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. It is the responsibility of the owner of a building or their authorized agent to provide the sprinkler system installer with any knowledge that the water supply might be contaminated with or conducive to the development of micro- biologically influenced corrosion (MIC), including as required by NFPA 13. Failure to identify adverse water quality issues may affect the VicFlex product and void the manufacturer's warranty. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. Victaulic VicFlex Series AH2 and AH2-CC Flexible Sprinkler Fittings may be painted provided the paint is compatible with stainless steel and zinc-plated carbon steel or ductile iron. Care should be taken to ensure the sprinkler and associated escutcheon or coverplate are not painted. Victaulic VicFlex Series AH2 and AH2-CC penetrating through non-fire rated gypsum wall (drywall) will function as designed, provided the components are installed in accordance with the respective installation instructions referenced in this document. 10.85 5839 Rev AL updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 28 JtlElUIiC victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS VicFlex Maximum Load Values Series AH2 Hose with 24 Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N Ib/linearft N/linearm 31/790 0.8 5.2 23 2.6 38 36/915 0.9 5.5 25 2.8 40 48/1220 12 6.3 28 3.1 46 60/1525 15 7.0 31 3.5 51 72/1830 6 Series AH2 Hose with 48" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/linearft - N/linearm 311790 2.6 6.1 0.8 27 1.5 22 36/915 0.9 6.4 29 1.6 23 48/1220 12 7.2 32 1.8 26 60/1525 15 7.9 35 2.0 29 7211830 168 8.7 39 2.2 32 Total Load is defined as the sum of the weights of the following: water-filled flexible sprinkler hose with threaded end fittings, including a typical fire sprinkler bracket assembly (any applicable Victaulic bracket model of the relevant associated size) ASTM C 635: Suspension System Load-Carrying Capabilities (excerpted) Suspension System Actual Length ft/rn Min. Allowable Uniform Load lb/linear ft N/linearm Direct Hung - Light 5.0 75.7 Intermediate 12.0j 181.0 Heavy L SUMMARY: All direct-hung suspension system duty classifications per ASIM C 635 are able to withstand the maximum water-filled weight of the VicFlex sprinkler hose and bracket. 10.85 5839 Rev AL updated 02/2022 © 2022 Victaulic company. All rights reserved. victaulic.com 29 X A-0—ta—ulicr victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS (CONTINUED) Flexible Hose In-Plane Bend Characteristics One Bend Two Bends Three Bends 20 Minim Minimum Minimum bend radius I bend radius bend radius \ OR Minimum OR bend radius 90, Minimum - - Minimum bend radius immunn bend radius Minimum bend radius Minimum bend raliu, NOTE For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. l-VicFlex-AB1-AB2 I-yicFlex-AB3 I- Vic Fl en-A B4 l-vicFfex-AB5 l-vicFlex-AB7 I-vicFleo-AB12 p-vicFlex-ABBA I-VicFlex-ABMM User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sa-le, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grunt any license under any patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to l-VICFLEX-ABI-AB2-A810, l-VICFLEX-A84, I-VICFLEX-AB7, or I-VICFLEX-AB8 for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer lathe Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.85 5839 Rev AL updated 02/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 30 X. Ac-t a _U1 i C r (VctaulicQ Flexible Coup (Style 75) \JttaUIic 06.05 1 - 8/DN25 - DM200 1.0 PRODUCT DESCRIPTION Available Sizes 1 - 8"/DN25 - DN200 Pipe Material Carbon steel Stainless steel For exceptions see section 6.0 Notifications Maximum Working Pressure Accommodates pressures ranging from full vacuum (29.9 in Hg/760mm Hg) up to 500 psi/3447 kPa/34 bar Working pressure dependent on material, wall thickness and size of pipe Application Joins standard roll grooved and cut grooved pipe, as well as grooved fittings, valves and accessories Provides a flexible pipe joint which allows for expansion, contraction and deflection Up to 50% lighter in weight than standard Victaulic Style 77 or Style 177N flexible couplings 2.0 CERTIFICATION/LISTINGS NOTES Download oublication 10.01 for Fire Protection Certifications/Listings Reference Guide. See oublication 02.06: Victaulic Potable Water Approvals ANSI/NSF for potable water approvals if applicable. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 06.05 1470 Rev 0 Updated 05/2020 © 2020 Victaulic Company. All rights reserved. 1 X. ictaulic victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) D Standard: Orange enamel Optional: Hot dipped galvanized El Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice') Grade "E" EPDM EPDM (Green stripe color code). Temperature range —307 to +230"F/-34"C to +110"C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. Grade "1" Nitrile Nitrile (Orange stripe color code). Temperature range —20"F to +180"F/-29"C to +82"C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+60°C and water over +150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER. Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction. I Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M10-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - Heavy Hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type Ill (imperial) or Type II (metric). Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. 2 Optional bolts/nuts are available in imperial sizes only, I I I I p . 06.05 1470 Rev 0 Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 2 \,4'ctauIic victaulic.com 4.0 DIMENSIONS Style 75 Flexible Coupling - - R Inev"24", r I g4il I Pipe End Deflection from Size Separation3 Centerline3 Bolt/Nut - Dimensions Weight Actual Outside Approx. Nominal Diameter Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches inches inches/ft. imperial inches inches inches lb DN mm mm Degrees mm/rn - metric mm mm mm kg 1 1.315 0-0.06 0.57 2 %x2 2.38 4.27 1.77 1.3 DN25 33.7 0-1.6 2 - 43' 48 - M10x51 61 108 45 0.6 1 1/4 1.660 0-0.06 0.45 zx2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 2 - 10' 38 2 - M10x5l 68 117 45 0.6 1½ 1.900 0-0.06 0.40 2 x2 2.91 4.82 1.77 1.5 DN40 48.3 0-1.6 1 - 56' M10x51 74 - 122 45 0.6 - 2 2.375 0-0.06 0.32 2 x2 3.43 5.22 1.88 1.7 DN50 60.3 0-1.6 1 - 31' 26 - M10x51 87 133 48 0.8 21/2 2.875 0-0.06 0.26 %x2 3.88 5.68 1.88 1.9 73.0 0-1.6 1 - 15' 22 2 M10x51 98 144 48 0.9 3.000 0-0.06 0.26 2 zx2 4.00 5.90 1.88 1.9 DN65 76.1 0-1.6 1 - 12' 22 M10x51 102 150 48 0.9 3 3.500 0-0.06 0.22 ½x2~ 4.50 7.00 1.88 2.9 - DN80 88.9 0-1.6 - 12' 18 2 M12x7O 114 178 48 1.3 31/2 4.000 0-0.06 0.19 2 ½x234 5.00 7.50 1.88 2.9 DN90 101.6 0-1.6 0 - 54' 16 - M12x70 127 191 48 1.3 4 4.500 0-0.13 0.34 '/2x2 3,4 5.80 - 8.03 2.13 4.1 DN100 114.3 0-3.2 1 -36 28 2 M12x7O 147 204 54 1.9 4.250 0-0.13 1 41' 0.35 2 ½x2~ 5.55 7.79 2.13 3.7 0-3.2 - 29 M12x70 141 198 54 1.7 5.000 - 00. 1 26' 0.25 2 x3¼ 6.13 9.43 2.13 55 127.0 0-3.2 21 - M16x83 156 240 54 1 2.5 5.250 0-0.13 0.28 x3¼ 6.55 937 2.13 6.0 1 - 21' 2 133.0 0-3.2 24 1 - M16x83 166 238 54 - 2.7 5.500 0-0.13 0.28 2 x3¼ 6.80 9.59 2.13 6.3 DN125 139.7 0-3.2 1 - 18' 24 - M16x83 173 1 244 54 2.9 5 5.563 0-0.13 0.27 x3¼ 6.88 10.07 2.13 5.8 1 18' 2 141.3 0-3.2 - 23 - M16x83 175 256 54 2.6 6.000 0-0.13 0.21 x3¼ 7.38 10.48 1.88 6.2 152.4 0-3.2 1 -12' 18 2 - M16x83 187 266 48 2.8 6.250 0-0.13 0.24 x3¼ 7.63 10.49 2.13 6.8 159.0 0-3.2 1 - 9' 20 2 M16x83 194 - 266 54 3.1 6.500 0-0.13 0.23 Zx3¼ 7.84 10.66 2.08 6.6 165.1 0-3.2 17 , 58 2 M16x83 199 271 53 3.0 6 6.625 0-0.13 0.23 2 x3¼ 8.00 11.07 2.13 7.0 DN150 168.3 0-3.2 1 - 18 M16x83 203 281 54 3.2 0-0.13 0 51' 0.18 2 3/4X4¼ 10.19 13.75 2.32 13.2 200A4 216.3 0-3.2 - 46 M20 108 259 350 59 6.0 8 8.625 0-0.13 0 -50' 0.18 2 3/4 /4 x4' 1034 13.97 2.13 12.4 DN200 219.1 0-3.2 14 - M20 108 263 355 59 5.6 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubted. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/4 -3 ½'/DN20 - DN90; 25% for 4/DN 100 and larger. Japanese Industrial Standard (JIS) size NOTE Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.05 1470 Rev 0 Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com jtauIicr victaulic.com 5.0 PERFORMANCE Style 75 Flexible Coupling Size Maximum Actual Outside Working Maximum Nominal Diameter Pressures End Loads inches inches psi lb ON mm kPa N 1 1.315 500 680 DN25 33.7 3447 3025 1'/4 1.660 500 1080 DN32 42.4 3447 4805 11/2 1.900 500 1420 DN40 483 3447 6320 2 2.375 500 2215 DNSO 60.3 3447 9860 21/2 2.875 500 3245 73.0 3447 14440 3.000 500 3535 DN65 76.1 3447 15730 3 3.500 500 4800 DN80 88.9 3447 21360 31/2 4.000 500 6300 DN90 101.6 3447 28035 4 4.500 500 7950 DN100 114.3 3447 35380 4.250 450 6380 108.0 3103 28395 5.000 450 8820 127.0_ 3103 39250 5.250 450 9735 133.0 3103 43325 5.500 450 10665 DN125 139.7 3103 47460 5 5.563 450 10935 141.3 3103 48660 6.000 450 12735 152.4 3103 - 56670 6.250 450 13800 159.0 3103 61405 6 6.625 450 15525 DN150 168.3 3103 - 69085 6.500 450 14930 165.1 3103 66412 450 25625 200A4 2163 3103 113986 8 8.625 1 450 26280 DN200 219.1 3103 116945 Japanese Industrial Standard (JIS) size s Working Pressure and End Load are total, from all internal and external loads, based on ANSI B36.10 sized carbon steel pipe, grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. NOTE WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure maybe increased to 11h times the figures shown. 06.05 1470 Rev 0 Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com \/tauIic victaulic.com 6.0 NOTIFICATIONS - AWARNING Q Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. NOTICE Victaulic RX grooving rolls must be ordered separately. They are identified by a silver color and the designation RX on the front of the roll sets. NOTICE Victaulic does not recommend the use of any furnace butt-welded pipe with sizes NPS 2"IDN50 and smaller Victaulic gasketed joint products. This includes, but is not limited to, ASTM A53 Type F pipe. 7.0 REFERENCE MATERIALS 02.06 Victaulic Potable Water Approvals ANSI/NSF 05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction 06.15: Victaulic Pressure Rations and End Loads for Victaulic Couplings on Steel Pipe 10,01: Victaulic Products for Fire Protection Pioings Systems - Regulatory Approval Reference Guide 17.01: Victaulic Pipe Preparation for Use on Stainless Steel Pipe With Victaulic Products 17,09: Victaulic Ductile Iron Grooved Couplings Performance Data for Stainless Steel Pipe 25.01: Victaulic Standard Groove Specifications 26.01: Victaulic Design Data 29.01: Victaulic Terms and Conditions of Sale 1-100: Victaulic Field Installation Handbook l-ENDCAP: Viètaulic End Cap Installation Safety Instructions User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede. or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 06.05 1470 Rev Q Updated 05/2020 © 2020 Victaulic Company, All rights reserved, victaulic.com JAi -C taUIiC I içtauIic FireLockgid Coupling) (tyIeOO5H) / _r_ ta UIic 10.02 Patented Exaggerated for clarity 1.0 PRODUCT DESCRIPTION Available Sizes 1 ¼ - 8"/DN32 - DN200 Maximum Working Pressure Up to 350 psi/2413 kPa Function Joins carbon steel pipe with grooved ends conforming to publication 25.01 This product is designed for fire protection systems only Pipe Material Schedule 10, Schedule 40 or specialty carbon steel pipe listed in Section 5. For use with alternative materials and wall thicknesses please contact Victaulic For exceptions reference section 6.0 Notifications 2.0 CERTIFICATION/LISTINGS ('29 Aul USTED 104-la/02 I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic.com 10.02 01538 Rev P updated 01/2022 © 2022 victaulic company. All rights reserved. 1 ictauliC victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: (specify choice) O Orange coating. El Red coating (standard for EMEA-I and Asia Pacific). El Optional: Hot dipped galvanized. Coupling Gasket (specify choice): 0 Grade "E" EPDM Type A Vic-Plus° Gasket System' EPDM (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic-Plus' Gasket System, requiring no field lubrication for most installation conditions. 0 Grade "L" silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical service. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal® Gasket. Contact Victaulic for details. Standard gasket and Flush5eal gasket approved for dry pipe systems to —40°F/-40°C. Based on 'typical' pipe surface conditions, supplemental lubricant is recommended for services installed below OF/-18°C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. Victaulic continues to recommend the use of Flush5eal gaskets for dry services. NOTE - Additional gasket styles are available. Contact Victaulic for details. Bolts/Nuts: Carbon steel oval neck track bolt(s) meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M10-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial) and ASTM A563M Class 9 (metric). Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). 10.02 01538 Rev P Updated 11/2021 © 2022 Victaulic company. All rights reserved. vietaulic.com 2 \/tauIic I victaulic.com 4.0 DIMENSIONS Style 005H Rated for wet and dry sprinkler systems at 350 psi/2413 kPa for 11/4 - 4/32 - 100 mm sizes and 300 psi /2068 kPa for 4 ¼ - 8/108 - 200 mm sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005H is rigid and does not accommodate expansion, contraction or angular deflection. Style 005H Size Maximum Maximum Allow. Dimensions Approx. Actual Outside Working End Pipe End Weight Nominal Diameter Pressure 14 Load' Separation2 Bolt1Nut3 X Y Z Each inches inches psi lbs inches No -size inches inches inches lbs mm mm kPa N mm inches mm mm mm kg 11/4 1.660 350 755 0.05 2.75 4.50 1.88 1.2 32 42.4 -- 2413 3370 1.2 2-%X21/4 70 114 48 0.5 1 1/2 1.900 350 990 0.05 3.00 4.75 1.88 1.2 40 48.3 2413 4415 1.2 2-3/,x2¼ 76 121 48 0.5 2 2.375 350 1550 0.07 3.50 5.25 1.88 1.6 50 60.3 2413 6900 1.7 2-3/8 X2½ 89 133 - .48 0.7 21/2 2.875 350 2270 0.07 4.00 5.75 1.88 1.9 65 73.0 2413 10110 1.7 2- 'Is x2½ 102 146 48 .09 76.1 mm 3.000 350 2475 0.07 2-3/a x2½ 4.13 5.75 1.88 1.9 76.1 2413 11010 1.7 105 146 48 0.9 3 3.500 350 3365 0.07 4.63 6.13 1.88 2.1 80 88.9 2413 14985 1.7 x 2½ 2- 3/ 118 156 48 1.0 4 4.500 350 5565 0.16 5.75 7.25 2.13 - 3.1 100 _114.3 . 2413 24770 4.1 2- 3/9 x 21/2 146 184 54 1.4 108.0mm 4.250 300 4255 0.16 2-¼x2½ 5.63 7.25 2.13 3.1 108.0 2068 18940 4.1 143 184 54 1.4 5 5.563 300 7290 0.16 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 2-1/2 x3 175 229 54 2.0 133.0mm 5.250 300 6495 0.16 2-½x234 6.63 9.00 2.13 4.5 133.0 2068 28900 4.1 168 229 54 2.0 139.7mm 5.500 300 - 7125 0.16 2-½x2~ 6.88 9.00 2.13 4.8 139.7 2068 _31715 4.1 .............175... 229 54 2.2 6 6.625 300 10340 0.16 8.00 10.00 2.13 5.0 150 168.3 2068 46020 4.1 2-½x3 203 254 53 2.3 6.250 300 9200 0.16 7.63 10.00 2.13 5.5 159.0 mm 159.0 2068 40955 4.1 2-½x21/4 194 254 54 2.5 6.500 300 9955 0.16 8.15 10.00 2.13 5.5 165.1 mm 2-1/2X3 165.1 2068 44295 4.1 207 1 254 54 2.5 8 8.625 300 17525 0.19 10.50 13.14 - 2.63 11.3 200 L_2119.1 2068 __78000-.,--_4.8 2-'/ex4¼ 267 334 67 5.1 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 16 times the figures shown. 2 The allowable pipe separation dimension shown is for system layout purposes only. Style 005H couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 3 Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. Style 005H couplings are VdS and LPC Approved to 16 Bar/235 psi. 10.02 01538 Rev P Updated 11/2021 © 2022 Victaulic Company. All rights reserved. victaulic.com 3 ',Ltauiic victaulic.com 5.0 PERFORMANCE Style 005H The information provided below is based on the latest listing and approval data at the time of publication. Listings! Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Related Working Pressure psi Related Working Pressure psi Related Working Pressure psi Pipe Sch. Size I UL LJLC FM Pipe Sch. J Size UL ULC FM Pipe Sch. Size UL ULC j FM inches inches inches 5 11/i3 175 175 175 EL 1¼-2 300 N/A N/A MT 1¼-2 300 N/A N/A 1Y4-3 350 350 350 ET 11/4-2 300 N/A N/A STF 11/4-4 N/A N/A 300 10,40 5-8 300 300 300 EZ 4-6 3006 N/A 300 SteadyThd. 11/4-2 N/A N/A 300 BLT lh/4 _2 300 300 N/A FF 11/4-4 N/A N/A 300 IF 3-8 N/A N/A 300 OF 11/4-4 300 300 300 AL -7 11/4 _2 300 N/A N/A WLS 11/4-2 300 300 N/A DI 11/4 -2 300 300 N/A MILT 1'/4-2 300 N/A N/A XL 1¼-3 300 300 300 EF 1 11/4 -4 175 7 N/A 175 MF 11/4_4 300 N/A 300 FM approved for service in 1 ½ - 4 pipe. UL Listed for service up to 4 pipe Only. UL Listed for service up to 3 only. 10.02 01538 Rev P updated 11/2021 © 2022 victaulic company. All rights reserved. victaulic.com FA I llu/-tat-a —U, -- c:r victtatilirenm 6.0 NOTIFICATIONS WARNING tII Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. NOTICE Victaulic does not recommend the use of any furnace butt-welded pipe with sizes 2IDN50 and smaller Victaulic gasketed joint products. This includes, but is not limited to, ASTM A53 Type F pipe. 7.0 REFERENCE MATERIALS 10.01 Victaulic Products for Fire Protection Piping Systems - Regulatory Approval Reference Guide 1-100 Victaulic Field Installation Handbook User Responsibility for Product Selection and Suitability Each user bears final responsibility for makings determination as to the suitability of Victaulic products for a particular end-use application, is accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sate, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on WeChat. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic company, and/or its affiliated entities, in the U.S. and/or other countries. 10.02 01538 Rev P Updated 11/2021 © 2022 Victaulic Company. All rights reserved, victaulic.com 5 A tauIicr TM (VictauIic0 FireLockjgid CoupIing \4tauliC yIe 009N) 10.64 1.0 PRODUCT DESCRIPTION Available Sizes 114-12732-300mm Pipe Material Carbon steel, Schedule 10, Schedule 40. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure Up to 365 psi/2517 kPa. Function Joins carbon steel pipe. Provides a rigid pipe joint designed to restrict axial or angular movement. 2.0 CERTIFICATION/LISTINGS c®us E ftE1 CE usm C104-la/36 EN 10311 Regulation (EU) No. 305/2011 ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date ,;rt,r,Iir rtm 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company. All rights reserved. 1 4t -au Iic ,ktiiiIir- I-nm 3.0 SPECIFICATIONS - MATERIAL Housing; Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) Orange enamel (North America, Asia Pacific) F-1 Red enamel (Europe) F-1 Hot dipped galvanized Gasket: (specify choice') 0 Grade "E" EPDM (Type A)' FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) Standard: Carbon steel oval neck track bolts meeting the physical and chemical requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the physical and chemical requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type Ill (imperial) or Type II (metric). E] Optional: Stainless steel oval neck track bolts meeting the requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy hex nuts meeting the requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling-resistant coating.2 2 Optional bolts/nuts are available in imperial size only. I 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 2 \4t8u1ic victaulic.com 4.0 DIMENSIONS Style 009N ._IIiII (W9iLIlilIfi1iTirllTi1i1 - Bolt/Nut Dimensions Weight Pre-assembled Actual Maximum Maximum Allow. Nominal Outside Working End Pipe End (Push On Condition) Joint Assembled Approx. X Y X V Z Size Diameter Pressure3 Load3 Separation4 Qty. Size (Each) inches inches psi lb inches inches inches inches inches inches inches lb mm I mm kPa N mm - mm mm mm mm mm mm kg 1¼ 1.660 365 790 0.10 2 3/8 X2 3.13 5.00 2.75 5.00 2.00 1.4 32 42.4 2517 3514 2.54 M10x51_ 79 127 70 127 51 0.6 1 1/2 1.900 365 1035 0.10 ¼ x 2 3.38 5.13 3.00 5.13 2.00 1.5 40 48.3 2517 4604 2.54 2 1M10x51 86 130 76 130 51 0.7 2 2.375 365 1616 0.12 3/8 X2½ 4.00 5.63 3.50 5.63 2.00 1.9 _50 60.3 2517 7193 _3.05 2 M10x63 102 143_ 89_ 143 51 0.9 21/2 2.875 365 2370 0.12 1/8 21/2 4.50 6.13 4.00 6.13 2.00 2.1 65 173.0 2517 10542 1 3.05 2 M10x63 114 156 102 156 1 51 1.0 76.1 mm 3.000 365 2580 0.12 2 3/a x2½ 4.63 6.00 4.13 6.13 2.00 2.1 76.1 2517 11476 3.05 M10x63 118 _152_ 105 156 51 1.0 3 3.500 365 3512 0.12 2 %x2½ 5.13 6.75 4.63 6.75 2.00 2.3 80 88.9 2517 15622 3.05 M10x63 - 130 171 117 171 51 1.0 4 4.500 365 5805 0.17 ¼x2½ 6.00 7.88 5.63 7.50 2.13 2.9 100 114.3 2517 25822 4.32 . M10x63 152 200_ 143 191 54 1.3 108.0 mm 4.250 365 5175 0.17 2 ¼x2½ 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 4.32 M10x63 152 1.87 137 187 54 1.4 5 5.563 365 8870 0.17 2 1/2 x 3 7.25 9.25 6.75 9.13 2.25 5.0 125 141.3 2000 39456 4.32 M12x76 184 235 171 232 57 2.3 - 133.0 mm 5.250 365 7897 0.17 2 ½x3 6.63 9.00 6.38 9.00 2.25 4.8 133.0 2517 35106 4.32 M12x76 168 229 162 229 57 2.2 139.7 mm 5.500 365 8667 0.17 2 ½x3 6.88 9.25 6.75 9.13 2.25 4.9 139.7 2517 38529 . •4.32 M12x76 175 235 171 232 57 2.2 159.0 mm 6.250 365 11192 0.17 2 1/zx3¼ 7.88 10.00 738 9.88 2.25 5.6 159.0 2517 49753 4.32 M12x83 200 254 187 251 57 2.5 165.1 mm 6.500 365 12105 0.17 2 ½x3¼ 8.00 1025 7.75 10.13 2.25 6.0 165.1 _2517 _53813 4.32 M12x83 203 260 197 257 57 2.7 6 6.625 365 12582 0.17 1/2 x 31/4 8.38 10.38 7.88 10.13 2.25 6.0 150 168.3 2000 44469 4.32 2 M12x83 213 264 200 257 57 2.7 216.0 mm 8.500 365 207 12 0.17 5/a X4 10.63 13.25 10.25 10.13 2.63 11.4 216.0_ _2517 _55968 4.32 ., M16x 101 270 337 260 257 67 5.2 8 8.625 365 21326 0.17 ~x4 10.88 13.38 10.25 13.13 2.50 11.4 200 219.1 1620 94863 4.32 2 M16x 101 276 340 1 260 333 64 5.2 10 10.750 300 27229 0.25 ¼x6½ 13.75 17.00 13.25 17.13 2.75 22.6 250 273.0 2068 121121 6.4 2 M22x165 349 432 337 435 - 70 10.3 12 12.750 300 38303 0.25 2 7/a x6½ 16.00 19.00 15.50 19.13 2.75 27.6 300 323.9 2068 170380 6.4 M22 x 165 406 483 394 486 70 12.5 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZTM couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling FireLock EZTM couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZTM Style 009N couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the 'QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of Flushseal Gaskets For Dry Pipe Systems FireLock EZTM couplings are supplied with FireLock EZTM Grade 'E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic Flush-SealTm gaskets are not compatible and cannot be used with the FireLock EZTM couplings. 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 \JtauIic victaulic.com 5.0 PERFORMANCE6 Listings/Approval The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Nominal Size cULus" FM Vds LPCB Sch. 5 Sch. 10 Sch. 40 Sch. 5 Sch. 10 Sch. 40 inches psi psi psi psi psi psi psi psi mm kPa kPa kPa kPa kPa kPa kPa kPa 1'/4 232 365 365 175 363 363 363 363 32 1600 2517 2517 1205 - 2502 2502 2500 2500 1 1/2 232 365 365 175 363 363 363 363 40 1600 2517 1 2517 1205 2502 2502 2500 2500 2 363 365 365 175 363 363 363 363 50 2502 2517 2517 1205 2502 2502 2500 2500 21/2 N/A 365 365 175 363 363 363 363 65 2517 2517 1205 2502 2502 2500 2500 76.1 mm N/A 3656 N/A N/A 363' N/A 363 363 25176 2502' 2500 2500 N/A 365 365 175 363 363 363 363 80 2517 2517 1205 2502 2502 2500 2500 N/A 365 365 175 363 363 363 363 100 - 2517 2517 1205 2502 2502 2500 - 2500 108.0mm N/A N/A N/A 175 363 363 N/A N/A 1205 2502 2502 N/A 290 365 N/A 363 363 232 N/A 125 2000 2517 -. 2502 2502 1600 133.0mm N/A N/A N/A N/A 363' N/A N/A N/A 25027 139.7mm N/A 2908 20008 N/A N/A 363' 2502' N/A 232 1600 N/A 159.0 mm N/A N/A N/A N/A 363 2502' N/A N/A N/A 165.1 mm N/A 290 2000 N/A N/A 363' 2502' N/A N/A N/A 6 N/A 290 365 N/A 363 363 232 N/A 150 1 2000 2517 2502 2502 1600 216.0 mm N/A N/A N/A N/A 363' N/A 2502' N/A N/A 8 N/A 290 365 N/A 363 363 232 N/A 200 2000 2517 2502 2502 1600 216.0mm N/A N/A N/A N/A 363' N/A N/A N/A 2502 ' 8 N/A 290 365 N/A 363 363 232 N/A 200 2000 2517 2502 2502 1600 10 N/A 300 300 N/A - 300 300 N/A N/A 250 2068 2068 2068 2068 12 N/A 30010 300 N/A 250 300 N/A N/A 300 206810 2068 1724 2068 Listed/Approved for wet and dry pipe systems (> -40°F/-40°c) for continuous use in freezing conditions, use of Style 005H coupling with Silicone Gasket is recommended. Please see the Victaulic Installation Manual 1-009N/0091-t for details concerning when supplemental lubrication is required. 6 cULus listed for DIN 2458 2.6 mm pipe wall. FM approved for BS 1387 Medium 3.6 mm pipe wall. 8 cULus listed for EN 10220 4.0 mm pipe wall. cULus listed for EN 102554.5mm pipe wall. '° cUL listed to 250 psi. 11 With optional stainless steel fasteners, cULus Listed to 175p5i. The stainless steel fasteners have a marking designation of P316' on the end face of the bolt. 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 4 \jtauIic victaulic.com 5.1 PERFORMANCE2 Listings/Approval Speciality Pipe Pipe Size Pressure Rating I Pipe Size Pressure Rating Pipe Size Pressure Rating cULus I FM cULus FM cULus FM I inches psi psi I inches psi psi inches psi psi kPa j kPa j kPa kPa kPa kPa BLT lh/4_2 300 2068 365 EZT 2517 _2968 1'/4 2 300 365 2517 MT lh/4 2 300 2068 365 2517 DF 1 1/4-4 300 2068 365 2517 FF 1¼-4 300 2068 365 2517 MLT 1 ¼-2 N/A 365 2517 DI 1 1/4-2 300 2068 300 365 2517 lh/4_4 N/A 365 2517 ST 1¼-2 N/A 365 2517 EF lh/4 _4 175 1206 175 1206 FLT 1¼-2 N/A 365 2517 STE 1¼-4 N/A 365 2517 EL 1¼-2 300 _2068 365 2517 FLTL 1¼-2 N/A 365 2517 TF 2¼-4 N/A - 365 2517 ET40 1 1/4-2 300 365 GL 1¼-2 300 365 WLS 1¼-2 300 365 2068 2517 2068 2517 2068 2517 EZF 3-4 300 365 1¼-4 300 365 WST 1¼-2 N/A 365 2068 2517 M ________ 2068 2517 ________ 2517 6 175 175 XL 1¼-2 300 365 1205 1205 2068 2517 NOTES BLT = BLT steel pipe manufactured by Allied Tube & Conduit Corp. DF = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. DT = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZF = EZ-Flow steel pipe manufactured by Northwest Pipe Co. EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FF = Fire-Flo steel pipe manufactured by Youngstown Tube Co. FLF = Fire-Line Flow steel pipe manufactured by Western International Forest Products Inc. FLT = Fire-Line Threadable steel pipe manufactured by Western International Forest Products Inc. FLTL = Fire-Line Threadable Light steel pipe manufactured by Western International Forest Products Inc. DL = DL steel pipe manufactured by Wheatland Tube Co. ME = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT = MLT steel pipe manufactured by Wheatland Tube Co ST = STD wall pipe in accordance with ASTM A53. STE = Steady Flow steel pipe manufactured by AMS Tube Corp. TF = Ten-Flow steel pipe manufactured by Tex-Tube Co. WLS = WLS steel pipe manufactured by Wheatland Tube Co. WST = WST steel pipe manufactured by Wheatland Tube Company. XL = XL steel pipe manufactured by Allied Tube & Conduit Corp. 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 Jt _au I—id victaulic.com 6.0 NOTIFICATIONS Not applicable - contact Victaulic with any questions. 7.0 REFERENCE MATERIALS 05.01: Seal Selection Guide 1-009N/009H: Installation Instructions FireLock EZIM Rigid coupling User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, our any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/Or Other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty unction of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.64 7072 Rev L, Updated 0812017 © 2017 Victaulic company. All rights reserved. victaulic.com [g I iiiiii, AtaUIjcr (Vjçtaulic Reducing Coupling) (tyle_750 jttauIic 06.08 1.0 PRODUCT DESCRIPTION Available Sizes 2 x 1" through 10 x 8/DN50 x DN25 through DN250 x DN200 Pipe Material Carbon steel For exceptions reference section 6.0 Notifications NOTE For other pipe materials, contact Victaulic. Maximum Working Pressure 500 psi/3447 kPa Working pressure dependent on material, wall thickness and size of pipe Application Joins Original Groove System (OGS) roll grooved and cut grooved pipe, as well as OGS grooved fittings, valves and accessories Permits direct reduction on piping run Optional steel washer prevents telescoping of the smaller pipe inside the larger pipe during vertical system assembly Pipe Preparation Cut or roll grooved in accordance with publication 25.01: Victaulic Standard Groove Specifications. 2.0 CERTIFICATION/LISTINGS NOTE Download publication 10.01 for Fire Protection certifications/Listings Reference Guide. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date uiet2IIIir rnm 06.08 1536 Rev M Updated 05/2020 © 2020 Victaulic company. All rights reserved. 1 J'tauIic victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) El Standard: Orange enamel. 0 Optional: Hot dipped galvanized conforming to ASTM A153. 0 Optional: Contact Victaulic with your requirements. Gasket: (specify choice') 0 Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30"F to +230"F/-34"C to -t-110"C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +730F/+230C and hot +180°F/+820C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. 0 Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range —20"F to +180"F/-29"C to +82"C. May be specified for oil related services, including air with oil vapor, this gasket may be specified for temperatures rated up to +180°F/+82°C. For water related services, this gasket may be specified for temperatures rated up to +150°F/+660C. For oil free, dry air services, this gasket may be specified for temperatures rated up to +140°F/-i-60°C. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Others 0 For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts (specify choice2): 0 Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M10-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type Ill (imperial) or Type II (metric). 0 Optional: Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. Assembly Washer (optional): Galvanized carbon steel. 2 Optional bolts/nuts are available in imperial size only 06.08 1536 Rev M Updated 05/2020 © 2020 Victaulic company. All rights reserved. vktuliciom X Ai -C tauIic victaulic.com 4.0 DIMENSIONS Style 750 Reducing Coupling Pipe End Size Separation3 Deflect. From CL3 Bolt/Nut Dimensions Weight Actual Outside Approximate Nominal Diameter Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches inches in/ft inches inches inches inches lb DN mm mm Degrees mm/rn - mm mm mm mm kg 2 1 DN50 DN25 2.375 1.315 60.3 33J 0-0.07 0-1.8 0°- 020 17 2 ¼ x 2 3.38 85 5.28 134 1.88 48 2.7 1.2 0-0.07 0-1.8 0°-57 0.20 17 2 3/8 X2 3.38 85 5.28 134 1.88 48 2.0 1.0 11/2 DN40 1.900 48.3 21/2 2 DN50 2.875 2.375 73.0 60.3 0-0.07 0-1.8 0°-47 0.16 14 - 3/ x 2 4.00 102 5.93 151 1.88 48 3.1 1.4 2 0N65 DN50 3.000 2.375 76.1 60.3 0-0.07 0-1.8 0°-47 0.16 14 __ ½ x 2/4 4.38 111 6.63 168 1.88 48 4.6 2.1 3 2 DNSO 3.500 2.375 88.9 60.3 0-0.07 0-1.8 0°-39 11 0.13 2 ½ x 23/4 121 4.75 7.13 181 1.88 48 4.9 2.2 0-0.07 0-1.8 0°-39 0.13 11 2 - ½ x23/4 4.75 121 7.13 181 1.88 48 4.3 2.0 21/2 2.875 73.0 0-0.07 0-1.8 0°-39' 0.13 11 2 ½x2 3/4 4.75 121 7.13 181 1.88 48 42 1.9 DN65 3.00 76.1 4 2 DN100 DNSO 4.500 2.375 114.3 60.3 0-0.13 0-3.2 1°-19' 028 25 2 ¼ x 31/4 625 159 8.90 226 225 57 8.1 3.7 0-0.13 0-3.2 1°-19' 0.28 25 2 ¼ ¼ x3 6.25 159 8.90 226 225 57 8.6 3.9 - 2½ 2.875 73.0 0-0.13. 0-3.2 °- 1 19' 0.28 25 2 - % x3¼ 6.25 159 8.90 226 2.25 57 6.9 3.1 DN65 3.000 76.1 0-0.13 0-3.2 1°-19' 0.28 25 2 5/s X3'/4 6.00 152 8.90 226 2.25 57 6.7 3.0 3 DN80 3.500 88.9 5 4 DN100 5.563 4.500 141.3 114.3 0-0.13 0-32 1°-3 0.22 19 2 1/4 x 41/4 7.18 182 10.70 272 2.13 54 112 5.1 4 165.1 DN100 6.500 4.500 165.1 114.3 0-0.13 0-3.2 0°-55 0.19 16 2 1/4 x 41/4 8.63 219 11.90 302 2.25 57 15.2 6.9 6 4 DN150 DN100 6.625 4.500 168.3 114.3 0-0.13 0-3.2 0°-52 0.18 15 2 1/4 x 41/4 8.63 219 11.90 302 2.25 57 16.7 7.6 0-0.13 0-3.2 0°-52 0.18 15 2 1/4 x4¼ 8.31 211 11.90 302 2.25 57 12.9 5.9 5 5.563 141.3 8 DN200 165.1 8.625 6.500 219.1 165.1 0-0.13 0-3.2 0°-38'11 0.13 2 ¼ x 10.75 273 14.88 378 2.50 64 23.2 10.5 0-0.13 0-3.2 0°-38' 0.13 11 2 7/ X S 10.81 275 14.88 378 2.50 64 22.4 1 10.2 6 DN15O 6.625 168.3 10 8 DN250 DN200 10.750 8.625 273.0 219.1 0-0.13 0-3.2 0°-25' 0.90 8 2 1 x 5½ 13.12 333 17.26 438 2.62 67 r 31.4 [ 14.2 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes, these figures should be reduced by: 50% for 1/4 -3 V2'/0N20 - DN90; and 25% for 4'/DN100 and larger. NOTE Metric thread size bolts are available (color-coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.08 1536 Rev M Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com JtlEllUIiC victaulic.com 5.0 PERFORMANCE Style 750 Reducing Coupling Size Maximum Working Maximum End Actual Outside Nominal Diameter Pressure4 Load4 inches inches psi lb DN mm kPa N 2 1 2.375 1.315 350 500 DNSO DN25 60.3 33.7 2413 2225 350 1000 1½ 1.900 DN40 48.3 - 2413 4450 21/2 2 2.875 2.375 500 2215 DN50 73.0 60.3 3447 9850 2 3.000 2.375 350 1550 0N65 DN50 76.1 x 60.3 2413 6900 3 2 3.500 2.375 350 1550 DN80 _DN50 88.9 60.3 2413 6900 500 3250 21/2 2.875 73.0 3447 14460 350 2475 3.00 DN65 76.1 2413 11010 4 2 4.500 2.375 350 1550 DN100 x DNSO 114.3 x 60.3 2413 6900 350 2275 2'/2 2.875 73.0 2413 10125 350 2475 3.000 DN65 76.1 2413 11014 500 4810 3 3.500 DN80 . ......88.9 3447 21400 5 4 5.563 4.500 350 5565 XDN100 141.3 114.3 2413 24765 4 6.500 4.500 350 5565 165.1 114.3 165.1 1143 2413 24765 6 4 6.625 4.500 350 5565 DN150 DN100 168.3 114.3 2413 24765 350 8500 5 5.563 141.3 2413 37825 8 8.625 6.500 350 11610 DN200 165.1 219.1 165.1 1 2413 151645 350 12060 6 6.625 DN150 1683 2413 53645 10 8 10.750 8.625 350 20450 DN250 DN200 273.0 219.1 2413 90970 Working Presssure and End Load are total from all internal and external loads based on standard weight (ANSI) steel pipe standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe and material. Maximum working pressure rating based on larger pipe size. Maximum end load rating based on smaller pipe size. NOTES WARNING: FOR ONE-TIME FIELD USE ONLY the Maximum Joint Working Pressure may be increased to 1½ times the figures shown For joint pressure ratings on additional carbon steel wall thicknesses see publication 06.15. 06.08 1536 Rev M Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com ri j4'tauIic victaulic.com 5.1 PERFORMANCE Flow Data - Head Loss Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at +60°F/+16°C. Flow Reducing Equivalent Size Pipe Length Small Nominal Diameter inches ft DN m 2 1 5.9 DN5O 1.8 2.0 1½ DN4O 0.6 2½ 2 1.9 DNSO 0.6 2 1.9 0N65 DN50 0.6 3 2 5.5 DN80 x _2N. 1.7 3.8 2½ 1.2 3.8 DN65 1.2 4 2 6.0 DN100 x DN50 1.8 6.0 2½ 1.8 6.0 0N65 1.8 6.0 3 DN8O 1.8 5 4 3.0 DN100 0.9 4 6.0 165.1 DN100 1.8 6 4 6.0 DN150 DN100 1.8 4.5 5 1.4 8 7.3 DN200 165.1 2.2 7.3 6 DN150 - 2.2 10 8 8.7 0N250 DN200 2.7 Flow Expanding Equivalent Size Pipe Length Small Nominal Diameter inches ft DN m 1 2 2.7 DN25 x DN50 0.8 1½ 2 1.9 DN40 DN50 0.6 2 2½ 1.0 DNSO 03 1.0 DN65 0.3 3.5 3 DN8O 1.1 3.0 4 DN100 0.9 2½ 3 2.5 0N80 0.8 3.0 4 DN100 0.9 3 2.5 DN65 N2. 0.8 3.0 4 DN100 0.9 3 4 2.5 DN80 DN100 0.8 4 5 3.3 DN100 1.0 4.6 165.1 1.4 4.6 6 DN15O 1.4 5 6 2.3 DN15O 0.7 8 5.4 165.1 DN200 1.7 6 8 6.0 DN150 DN200 1.8 8 10 63 DN200 DN250 1 1.9 06.08 1536 Rev M Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 5 '%.JtauIic victaulic.com 6.0 NOTIFICATIONS A WARNING Victaulic RX roll sets must be used when grooving light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or property damage. .à WARNING Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic pip- ing products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Only No. 61 bull plugs shall be used with Style 750 reducing couplings in systems where a vacuum may de- velop. Failure to follow these instructions could result in death or serious personal injury and property damage. NOTICE Victaulic does not recommend the use of any furnace butt-welded pipe with sizes NPS 2"IDN50 and smaller Victaulic gasketed joint products. This includes, but is not limited to, ASTM A53 Type F pipe. 7.0 REFERENCE MATERIALS 05.01: Victaulic Seal Selection Guide 06.15: Victaulic Pressure Ratings and End Loads for Victaulic Couplings on Steel Pipe 10.01: Victaulic Products for Fire Protection Piping Systems - Regulatory Approval Reference Guide 25.01: Victaulic Original Groove System (OGS) Groove Specifications 26.01: Victaulic Design Data 29.01: Victaulic Terms and Conditions of Sale 1-100: Victaulic Field Installation Handbook User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well an Victaulic performance, maintenance, safety, and warning instructions. Nothing is this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patentor other intellectual property right. The terms Patented" or "Patent Pending refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic company, and/or its affiliated entities, in the U.S. and/or other countries. 06.08 1536 Rev M Updated 05/2020 0 2020 Victaulic Company. All rights reserved. victaulic corn 1tiuIiC• HANGERS Eli BRACING Fig. 200-21h to 200-8 200 Fig. 200F Pipe Hangers Wine" Adjustable Band Hanger (B-Line Fig. 200F - IiiuIuIjII Adjubh*lJL Band Hangei with Felt L.ii..19 10-tine Pig. 0311ONPP) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (0 -Line rig. MINN) Fig. 2006 - "Trimline" Adjustable Band Hanger with Non -Captured Nut Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pie-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) - Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FMDS2-0. Fig. 200C Pipe Size Rod Size A B Approx. Wt./100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) L0 1/2 '/2"(15) /8°-16 3'/8° (79 4) 2/8° (66 7) 11(5.0L_J 200-/4 3/4° (20) /8"-16 31/8" (79.4) 21/2° (63.5) 11 (5.0) L200-1 1" (25) /8"-16 3/8' (85.7) 2/8" (66.7) 12 200.11/4 11/4° (32) /a°-16 33/4" (94.0) 2/8' (73.0) 13 (5.9) [ 20011/2 11/f(40) /8"-16 3/8" (98.4) 2/8' (73.0) 14 (6.41J 200-2 2° (50) /8"-16 41/2" (114.3) 3' (76.3) 15 (6.9) I 20021/2 21/2' (65) /8"-16 51 41/8" (104.7) 27 (12.3).. 200-3 3" (75) /"-16 51/8" (149.1) 4° (101.6) 29 (13.3) " g . 200S EI-3'!2_31/2"(90)/8°-l6 7/' (187 51/4" (133.3) 34 (15.6) 200-4 4° (100) /8'-16 7 /8" (187.3) 5" (127.0) 35 (16.0) LZ005 II '/2-13 9/a° (2318) 6/4" (158.7) 66 (30.2)__J 200-6 (150) 1/2"13 101/8' (257.2) 6/4" (171.4) 73 (33.4) 1 200-8 8" (200) 1/2"13 131/8" (333.4) 8/4" (222.2) 136 (62.3) 1 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 21 BLine by EN t.' Threaded Accessories B3205,,- Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) B3205L'LJreaded Rod (right & left hand threads) Size Range: 3/8"-"ru 3'-4 rod Material: Steel Function: Recommended fo se as a hanger support in hanger assemblies. Rod is threaded on both ends wi ight hand threads of the length shown. Also available with left and right hand thre - specify Fig. B3205L when ordering. Maximum Temperature: 750°F 1399°C) Finish: Plain or Electro-Galvanized. Contact B-Li for alternative finishes and materials. Order By: Figure number, rod size, length and finish andard Desliqoad Thread Size read Length IL 650°F (343°C) 150°F (399°C) Part No. in. (mm) Lbs. (kN) (kN) B3205-3/a 21/2"(63.5) 730 (3.25) 572 .. 4) B3205-1I2 x L --'1/2'-13 21/2" (63.5) 1350 (6.00) 1057 (4.70) B3205-5/8 x 5/8:11 21/2" (63.5) 2160 (9.61) 1692 (7.52) B320~_3 ,1 3/4 10 3' (76.2) (11.25) 3230 (14.37) 2530 /8-9 31/2" (88.9) 4480 (19.93) 3508 (15.60) larger sizes consult full line pipe hanger catalog (ATR - All Threaded Rod - 120" (3M5m)ngths (TOLCO Fig. 100)) Fig. 99 - All Threaded Rod Cut To Length _4A Size Range: /8'-16 thru 11/2'6 rod in 120" lengths or cut to length Material: Steel Maximum Temperature: 750°F (399°Cl Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Part No. - Size x Length AIR I Fig. 99 Threads Per Inch Recommended Load Lbs. (kN) Approx. Wt./100 R. Lbs. (kg) AIR 1/4" x 120 991/4" x length 20 240 (1.07) 12 (5.44) ATR I8" x 120 993/g" x length 16 730 (3.24) 29 (13.15) f—Ath-I P2 x 120 99-'fz xliijih 13 1350 (6.00) 53 (24.04) J ATR /" x 120 99-I8" x length 11 2160 (9.60) 89 (40.37) EAii3/4" x 120 99.3/4" x length 10 3230 (14.37) 123 ATR hg" x 120 99.1/3" x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. BLine by ET.N All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Revised 4/28/2014 94 Fire Protection Solutions (g. 25 - Surge Restrainer) Size Range One size fits 3/4"thru 2' pipe. Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficient- ly installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed 9mly when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 C®US LISTED OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Upper Attachments CTOLCO Fig. 58 - threaded side beam braciii) Size Range: /8°16 rod, pipe sizes 1/2' (15mm) thru 4(100mm) Material: Pre-Galvanized Steel Function: Practical and economical bracket used to support piping from wood, concrete or steel beams. Features: Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept /8' and 1/2" fastener bolts. Per NFPA 13: 1/2" (15mm) thru 2' (50mm) pipe requires 3/8' fastener, 21/2' (65mm) thru 4' (100mm) pipe requires 1/2" fastener.* Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4' (100mm) pipe. Finish: Pie-Galvanized Order By: Figure number and finish *Note: Additionally UL has listed the Fig. 58 with fasteners as shown in table below. <9> APPROVW 2 - 'li' x 2" Lag Bolts (No Pro-Drilling Up to 4" (100mm) pipe Per NFPA 1 - 3/0" or '/" Lag Bolts Up to 4" (100mm) pipe 2- #16 x 2' Drive Screws 'I? (15mm) - 4" (100mm) pipe 2-#14x1" Tek Type Screws Into Mm. 16 Gauge Steel Up to 4" (100mm) pipe UL Listed Fastener Table Pipe Size Qty Fastener Type Material 2" 2 #16 x 2' Drive screws Wood 2 1 3/4" Lag bolt Wood 1 '/"Lag bolt Wood J 3/2" 2 /4' x 1'//' Lag bolts Wood 4' 2 '1." x 2" Lag bolts ** Wood 1 4' 2 '/" x 1' Tek screws Metal (15 gauge) F-47 2 1/4" x 1' Tek screws Metal (16 gauge] ** No pre-drilling Larger pipe sizes can be hung with reduced spacing. Bolt & Hex Nut Up to 4" (100mm) pipe Part No. Pipe Size Rod A B C Approx. WtI100 in. (mm) Size in. (mm) in. (mm) in. (mm) Lbs. (kg) 58 /2' -4" (15- 100) /8'16 2/4" (69.8) F/a" (38.1) 1/8" (28.6) 14 (6.3 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 91 Eaton Set Screw and Locknut Included -- Fig. 65XT-3/8 - Beam Clamp Feature: Extruded holes allows for more thread engagement of threaded rod and set screw. Weight: Approx. Wt./100 - 28.0 Lbs. (12.7kg) Finish: Plain or Electro-Galvanized Order By: Figure number and finish (19.0) - Approvals: Underwriters Laboratories Listed (cULus) and FM Approved (FM) for up to 4" (lOOmm) pipe. Set Screw and Designed to meet or exceed requirements of Locknut Included FM DS 2-0. Beam Clamps i. 65 - Reversible Steel C-Ty Beam Clamp 3/4" (19.0mm) Throat O 65X1 - Reversible Steel C-' je Beam Clamp f fig .0mii)Throat Size Range: Fig. 65 - 1/2'_13 rod sizes, and 5/8'-11 rod sizes Fig. 65XT - /8'i6 rod size (see below) Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" 119.omml. Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, /8'-16 rod will support 1/2" 115mml thru 4" (lOOmml pipe 1/2'..13 rod will support thru 8" (200mm) pipe Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 of_p!qe) c®us usro' Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) [ 65-1/2 1/2"13 11/2" (38.1) 3/4" (19.0) 1" (25.4) I16" (14.3) J 65-/8 /8"-11 11/2" (38.1) 3/4" (19.0) 1" (25.4) /16 (14.3) Part F Approx. Wt./100 No. in. (mm) Lbs. (kg) 65 1/ 11/4" (31.7) 55 (24.9) I 65-/8 11/4" (31.7) 55 (24.9) Al) dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 13 BLinë by E!r.N Beam Clamps Beam Clamp Retaining Strap) (B-Line B3367) Size Range: I8'-16 thru /4'-10 rod 4" (101 .6mm) thru 16" (406.4mm) lengths Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind, such as a hex nut for the Fig. 69 will provide a more secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Finish: Pre-Galvanized Order By: Figure number, length (L), and finish. Note: Minimum return on strap is 1" (25.4mm) For Use With: Any B-Line or TOLCO beam clamp. Hole Dia. D Length Part No. in. (mm) L!I8-L /16" (30.1) specify __j 69-1I2-L 9/16" (30.1) Specify [-5/8-L 11/16" (50.8) Specify_J 69-3/4-L 13/16" (63.5) Specify - . - All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. BLune by EEaN 16 Fire Protection Solutions ANCHORS & FASTENERS GENERAL INFORMATION GENERAL SECTION CONTENTS General Information.........................1 *Dfj~~+ (DECK INSERT)) Material Specifications ................... 1 Threaded Insert for Metal Deck Installation Specifications .............. 2 ___________________________________________________________________________ PRODUCT I'14.iIl;1li[']i Installation Instructions .................. 3 fl* IACfl A The DDl+ (Deck Insert) is a concrete insert designed for installation in concrete-filled metal deck assemblies (i.e. pan-deck", '0-deck"). After installation, the threaded male hanger of the insert protrudes below the surface of the deck. The DDl+ comes in sizes ranging from 3/8" to 7/8 in diameter. The threaded bolt offers adjustability for precise height requirements and guarantees the minimum embedment depth. The longer '1' brace insert plate enables a variety of installation locations in across the deck. Seismic Loading and Cracked Concrete • Suspending Trapeze and Cable Trays Hanging Pipe and Sprinkler Systems • Mechanical Unit Overhead Utilities HVAC Ductwork and Strut Channels • Conduit and Lighting Systems IFEATURE ii iiBENEFITS + Fast and simple to install, low installed cost + Pre-mounted self drilling screws for convenient installation + Fine-tuned thread length for guaranteed minimum embedment + Lengthened "1" brace for more flexible installation positions + Provides consistent uniform drop lengths below floor decks in every installation position APPROVALS AND LISTINGS International Code Council, Evaluation Service CC-ES), ESR-3958 for concrete-filled metal decks Tested and qualified in accordance with ICC-ES AC446 for use in concrete-filled metal decks under the design provisions of ACI 318 (-19 or -14) Chapter 17 or ACI 318-11 (Appendix D) Code compliant with the 2021 IBC/1RC, 2018 IBCI1RC, 2015 IBC/1RC and 2012 IBC/1RC Underwriters Laboratories (UL Listed) - File No EX1289, see listing for sizes FM Approvals (Factory Mutual) - see listing for sizes GUIDE S lE [']i CSI Divisions: 03 15 19 - Cast-In Concrete Anchors and 03 16 00 - Concrete Anchors. Concrete inserts shall be DDI+ as supplied by DEWALT, Towson, MD. Anchor inserts shall be installed in accordance with published instructions and the Authority Having Jurisdiction. I I 1111 1111111W 1111W Strength Design Information ........... 5 Design Strength Tables (SD)...........6 Ordering Info miation ....................... 8 11 IJIJJ* - a) P0 0 THREAD VERSION UNC Thread (I) ANCHOR MATERIALS Plain and zinc plated carbon steel i ANCHOR SIZE RANGE C.) 3/8" through 7/8" diameters SUITABLE BASE MATERIALS Normal-weight concrete or lightweight concrete filled metal deck assemblies 0 r I DE LISTED-Es ESR-3958 MATERIAL SPECIFICATIONS AndWCW*Mwd - Matedal Metal Plate ASTM Al 011 Carbon Steel or equivalent (plain) Hex Head Bolt ASTM A307 Grade A (zinc plate I I'I'ELIiiI INSTALLATION SPECIFICATIONS DEWALT ANIORS & FASTENERS INSTALLATION SPECIFICATIONS 001+ Insert Installation Information and Supplemental Information'2 Design Intonnation Notation Units 3/84nch 1124nch 5184nch 3/4-Inch 7/8-Inch Nominal bolt diameter in. 0.375 0.500 0.625 0.750 0.875 (mm) (9.5) (12.7) (15.9) (19.1) (22.2) Bolt thread size (lJNC) - in. 3/8-16 1/2-13 5/8-11 3/4-10 7/8-9 Length of insert bolt in 8 8 8(mm) 8 8 (203) (203) 1 (203) (203) (203) Typical drill bit diameter for deck dw in. 7/16 or 1/2 9/16 or 5/8 11/16 or 3/4 13/16 or 7/8 15/16 or 1 Nominal overall length of insert plate £prale in .2 (mm2) 12 (305) 12 (305) 12 (305) 12 (305) 12 (305) Nominal width of insert plate Wpaie in., 1-1/4 1-1/4 1-1/4 2 2 (mm2) (32) (32) (32) (51) Approximate thickness of insert plate in. 3/16 3/16 3/8 (mm) 3/16 3/8 (4.8) (4.8) (4.8) (9.5) (9.5) Over upper flute Minimum nominal in. 1-3/4 2 2-3/8 2-5/8 2-5/8 Over flute incline embedment depth (mm) (45) (51) (60) (67) (67) Over lower flute h #7aute Over upper flute hrn,2, Minimum effective in. 1.50 1.75 2.00 2.20 2.05 Over flute incline embedment depth (mm) (38) (45) (51) (56) Over lower flute her 2,2 Minimum concrete Over upper flute h member thickness Over flute incline hri.ã in. 2 (51) 2-1/2 (64) 3 (76) 3-1/4 (mm) 3-1/4 (83) (83) Over lower flute (topping thickness) Over upper flute in. Minimum flute edge (mm) WA N/A N/A WA N/A Over flute incline Crvewan2> distance (Insert bolt) Over lower flute in. See FigureC See RgureC (mm) See Figure C See RgureC See FigureC Minimum Over upper flute stem in. 1-1/2 2 2-1/2 3 31/2 spacing distance _______________ . (mm) (38) (51) (64) (76) (89) (bolt spacing, Over flute incline Samr in. 4-1/2 5-1/4 6 6-5/8 6-5/8 center-to-center) (mm) (114) (133) (152) (168) (168) Over lower flute Sam mWen" Over upper flute Cnx Specified cover requirements for reinforcement in accordance with Minimum deck end in. AC318-19 17.9.2(a), ACt 318-1417.72 or A(3318-11 7.7, as applicable. Over flute incline distance r cw i (mm) 4d3 can be considered as a guideline if specified cover requirements are not Over lower flute cTV,2,aJw provided and/or available. Approx. Thread Over Upper Flute 6-1/4 6 5-5/8 5-3/8 5-3/8 Projection (through 3-inch- - in. L deep deck) Over Lower Flute 3-1/4 _____ 3 2-5/8 ____ 2-3/8 __ 2-3/8 ______ Effective tensile stress area (insert bolt) in .2 0.078 0.142 0.226 0.335 0.462 (mm2) (50) (92) (146) (212) (293) Insert head net bearing area Abrij in .2 0.17 0.28 0.45 0.65 0.89 (mm2) (110) (181) (290) (419) (574) Minimum specified ultimate strength f1r. psi 60,000 mrn2) 1 (400) Minimum specified yield strength si P, 36,000 (248) For SI: 1 inch = 25.4 mm, 1 ft-lb = 1.356 N-rn For installation detail for inserts in concrete-filled steel deck assemblies, see Figures A, Band C (i.e. over upper flute, over flute incline, over lower flute). The insert plate is premouted with a #8-18 self-drilling screw with a #2 drill point (16 gauge max thickness). 001+ Insert Detail wwwDEWALT.com DEWALT ANCHORS & FASTENERS INSTALLATION INSTRUCTIONS I INSTALLATION INSTRUCTIONS Cut (e.g. drill/punch) a hole Place the threaded bolt of in the steel deck to the the insert through the hole hole size required by the in the steel deck. threaded bolt of the insert. Figure A DDI+ Concrete Inserts Installed Through the Soffit of Concrete-Filled Steel Deck floor and Root Assemblies (Over Upper Flute)','.' SAND-LIGHTWEIGHT CONCRETE OR NORMAL-WEIGHT CONCRETE OVER STEEL DECK (MIN. 3,000 PSI) - GweeSr!d Deck Mu,. Figure C DDI+ Concrete Inserts Installed Through the Soffit of Concrete-Filled Steel Deck Floor and Roof Assemblies (Over Lower flute)" SAND-LIGHTWEIGHT CONCRETE OR NORMAL-WEIGHT CONCRETE OVER STEEL DECK (MIN. 3,000 PSI) SDsrgn m1maem - 1 - •.. .. .. 4•-. 4-. q •.v •Q • I ' :..c. :..!- .. .....- 1t /' - -.--, . .. -•'. '. ..... ....... ,. . .on'- .. -; :. • 1:; / .. 4 V V V p) \ L L(Ridge) IwGauge d0eMt See Note The metal plate of the insert must be on the top - of the deck flutes. The M metal plate can (optionally) be secured tothe deck using the pre-assembled set-drilling screws. Figure B DDI+ Concrete Inserts Installed Through the Soffit of Concrete-Filled Steel Deck Floor and Roof Assemblies (Over Flute Incline)"'' SAND-LIGHTWEIGHT CONCRETE OR NORMAL-WEIGHT CONCRETE OVER STEEL DECK (MIN. 3,000 PSI) See Dessiptinatu,n -1 cv °. Tbid— tda,*a3 .v u . . •y 3-hr Installations require a minimum concrete member topping lfiideiess from the top of the upper flute as given in the Design Information Table. Inserts may be placed on the upper flute of the steel deck assembly, they may be installed anywhere across upper flute as follows: (IRgure ) - Placed over the rer flute with threaded bolt installed through the upper we or. (IRgure B) - Placed over the upper flute spanning the lower flute with threaded belt instated through the inclined section or, (Figure C) -Placed over the upper flute spanning the lower flute with threaded bet installed through the lower flute. Inserts over the upper flute with threaded belt installed through the upper flute may be placed in any location and orientation that meets the minimum deck end distance requirements (see Design Information Table). The minimum deck end distance is measured from deck end to the centerline of the insert bolt Inserts over the upper flute spanning the lower flute with threaded bolt instated through the inclined section may be placed in any location and orientation that meets the minimum deck end distance requirements (see Design information Table). The minimum deck end distance is measured from deck end to the centerline of the insert bolt Inserts over the upper flute spanning the lower flute with threaded bolt installed through the lower flute may be placed in any location that meets the minimum deck end distance and minimum lower flute edge distance requirements. The minimum deck end distance is measured from deck end to the centerline of the insert bolt For lower flute widths of 3-7/8- inch, a maximum 1-inch centerline bolt offset in either direction from the center of the flute. The offset distance may be increased for flute widths greater than those shown presided the minimum tower flute edge distance of 15/16 -inch is also satisfied. Is 1-800-4 DiW41. PERFORMANCE DATA (ASD) McHOS & FSThNERS PERFORMANCE DATA Ultimate and Allowable Load Capacities for DDI+ (Deck Insert) Installed In the Soffit of Sand-lightweight or Normal Weight Concrete over Metal Deck Floor and Roof Assemblies'.'. 3,4,5.6 4.' "'. P Normal-weight or Sand-lightweight concrete, fc 3,000 psi 3-7/8" or 4-1/2" WIde Deck _______________________ Nominal Nominal Mm. Mm. MI Anchor Embed. Depth Concrete Topping insert End Installed Over Upper Flute Installed Over Flute Incline Installed Over Lower Flute Thickness Ultimate Load Allowable Load Ultimate Load Allowable Load Ultimate Load Allowable Load Diameter In Spacing Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear His. lbs. lbs. HIS. His. Ills. HIS. lbs. lbs. lbs. lbs. lbs. 3/8 1-3/4 2 4-1/2 6 3,420 1,985 1,140 660 5,230 1,985 1,745 660 5,230 2,610 1,745 870 1/2 2 2-1/2 5-1/4 7 4,310 4,205 1,435 1,400 6,235 4,205 2,080 1,400 6,235 5,155 2,080 1,720 5/8 2-3/8 3 6 8 5,265 6,450 1,755 2,150 8,630 6,450 2,875 2,150 8,630 6,820 2,875 2,275 3/4 2-5/8 3-1/4 6-3/8 8-3/4 5,770 6,450 1,925 2,150 8,630 6,450 2,875 2,150 8,630 6,820 2,875 2,275 7/8 2-5/8 3-1/4 6-3/8 8-3/4 1 5,770 6,450 1,925 1 2,150 8,630 6,450 2,875 2,150 8,630 6,820 2,875 2,275 1 Tabulated ultimate load values are for anchor inserts installed in uncracked concrete. - - Allowable load capacities listed are calculated using an applied safety factor of 3.0 Nominal embedment depth is measured from the bottom of the insert plate to the top of the insert hot head. Insert spacing and end distances are measured from the centerline of the insert bed head. Shear toads may be applied in any direction. For inserts installed over the upper flute and where shear loads act parallel to the flute, the tabulated allowable toad valuesmay be increased by 20 percent (multiplied by 12). UL Ustinus and FM Aunrovals for Sunoortlna Fire Protection Services & Automatic Sorinkler Systems Us" /Approval 0+ Threaded Concrete hnserb 3/8-Inch 1/2-Inch 5184nch 3/44nch 7/84nch UL Max. Pipe Size 4" 8" 12" 12" 12" FM Max. Pipe Size 4" 8" 120 12° - Underwriters Laboratories (UL Usterl) - File No. DO 289 and VFXT7.EX1289 Fist Approvals factory Mutual) www.DEWALT.com STRENGTH DESIGN INFORMATION CODE LISii I ICC-ES ESR-3958 IS DEWALT ANCHORS & FASTENERS - STRENGTH DESIGN INFORMATION DDI+ Insert Design Information12'306 Design Infonnation Symbol Units 3/84nch 1/2-Inch 5/84nch Insert O.D. (nominal bolt diameter) da in. 0.375 (9.5) 0.500 (12.7) 0.625 (mm) (15.9) Insert head net bearing area A&g in (mm 0.17 (110) 0.28 (181) 0.45 (290) Effective tensile stress area '' in.' 0.078 0.142 0.226 (mm (50) (92) (146) L Over upper flute h (upperf lute) Effective embedment depth Over flute incline h (fluteincline) Over lower flute her fowerflute) Minimum concrete member thickness (topping thickness over upper flute) h22 in. 2.00 2(54i 3.25 (83) Minimum spacing and edge distance s, Crnm in.See installation Informatiodn Table and Effectiveness factor for cracked concrete k (5) 24 (10) Modification factor for tension strength in uncracked concrete WCN - 1.25 Nominal tension strength of single insert as lb According to governed by steel strength (kf 4,650 8,520 13,560 Nominal tension strength of single insert as lb Figures A, B or C (20.7) (37.9) (60.3) governed by steel strength, seismic Nwowteq (kfi Nominal steel shear strength of single insert VSaWWt&M lb 2,280 4,260 According to Figure A in the soffit of concrete on steel deck (upperfiute) (kfa (10.1) 1 (18.9) 7,245 (over upper flute) Nominal steel shear strength of single insert lb 1,825 3,410 (32.2) in the soffit of concrete on steel deck, seismic (upperflute) (8.1) (15.2) Nominal steel shear strength of single insert lb 1.310 3,410 According to Figure 8 in the soffit of concrete on steel deck (fluteincline) (kN (5.8) (15.2) 5,240 (over flute incline) Nominal steel shear strength of single insert V.XtddM lb 1,045 2,860 (23.3) in the soffit of concrete on steel deck, seismic (fluteincline) (kIr (4.6) (12.7) Nominal steel shear strength of single insert lb 2,280 4,260 According to Figure C in the soffit of concrete on steel deck fowerfiute) 0"(10.1) (18.9) 5,735 Nominal steel shear strength of single insert lb 2,015 3,410 (over lower flute) (25.5) in the sofflt of concrete on steel deck, seismic fowerfiute) (kfr (9.0) (15.2) ____ For 51: 1 inch = 25.4 mm, 1 pound = 4.45 N, 1 psi = 0.006895 MPa For pound-inch unit 1 mm = 0.03937 inches. Concrete must have a compressive strength f'cof3,000 psi (20.7MPa)minimum. Design of headed cast-in specialty inserts shah be in accordance with the provisions of ACt 318 (-19 or -14) Chapter 17 or ACt 318-11 Appendix 0, as applicable, for cast-in headed anchors. Concrete breakout strength must also be in accordance with the Idealization of Concrete Filled Steel Decks Figure. Strength reduction factors for the inserts shall be taken from ACt 318-19 Section 17.5.3, AU 318-14 17.3.3 orACI 318-11 0.4.3, as applicable, for cast-in headed anchors. Strength reduction factors for load combinations in accordance with ACt 318 (-19 or -14) 5.3 or ACi 318-119.2, as applicable, governed by steel strength of the insert shall be taken as 015 for tension and 0.65 for shear, values correspond to ductile steel elements. The value of 4) applies when the toad combinations of Section 16052 of the IBC, ACt 318 (-19 or -14) 5.3 or ACt 318-11 9.2,asapprlcable,areusedinaccordancewithACl318-lgSectionl7,5,3,ACi318-1417,3,3orACt318-11 D.4.3,as applicable. tf the load combinations ofAO318-11 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACt 318-11 0.4.4. Insert O.D. is the nominal bolt diameter of the insert Minimum spacing distance between anchors and minimum edge distances for cast-in headed 001+ inserts shall be in accordance with the Installation Information Table, Design Information Table, Figures A, B and C and noted provisions. Shear loads for concrete inserts in concrete-filled steel deck assemblies maybe applied in any direction (i.e. over upper flute, over flute incline, over tower flute). Idealization of Steel Deck Profile (over lower flute or over flute incline) Idealization of Steel Deck Profile (over upper flute) Idealization of Concrete Filled Steel Decks for Determination of Concrete Breakout Strength in Accordance with ACI 318 1-800-4 DWT I I L] I a DEWALT DESIGN STRENGTH TABLES (SD) ANCHORS & FASTENERS 2 DESIGN STRENGTH TABLES (SD) Tension and Shear Design Strengths for DDI+ Inserts Installed in Uncracked Lightweight Concrete Filled Steel Deck Floor and Roof Assemblies' 2,3.4.5,6 6) Insert O.D. (Nominal Bolt Diameter) (In.) Embed. Depth 11.1 (In.) Minimum Concrete Compressive Strength f'c = 3000 psi Upper Flute (Figure A) I Flute InciJne lower Flute (Figure B) I (Figure C) Tension (tbs.) 'Shear (lbs.) Olin Tension I I Tension I (") I (lbs.) (lbs.) (H-) OVn Shear 3/8 1-3/4 1,795 1795 ; I 1,795 1/2 1-3/4 2, 265 2,265 2,265 5/8 1-3/4 2,765 I 2,765 2,765 U - Anchor Pullouost Strength ConControls 0- Concrete Breakout Strength CControls U -Steel Strength Controls Tension and Shear Design Strengths for DDI+ Inserts Installed in Cracked Lightweight Concrete Filled Steel Deck Floor and Root Assemblies' .2-1.4,5.6,7 6) Compreve Sbump fc = 3OOO psi Insert O.D.Embed. (Nominal Bolt Depth Upper Flute Flute iodIne I lower Flute Diameter) (Figure A) (Figure B) I (Figure C) (in.) (In) Oft Ten Tension on Oft Tension on Sim Ms.).) (lbs.) ) I ) I ) 3/8 1-3/4 1,435 1,435 1,435 1/2 1-3/4 1,810 1,810 1,810 5/8 1-3/4 2,210 2210 2,210 0- Anr PuIIoutout Strength Controls 0- Conte Breakout Strength Controls • - Sled Sength Controls Tabular values are provided for illustration and are applicable for single anchors installed in sand-lightweight concrete with minimum member thickness (topping thickness), ha = h, and with the following conditions: - For Upper Flute and Flute Incline: Ci is greater than or equal to the critical edge distance, c - For Lower Flute: c is equal to the minimum lower flute edge distance Calculations were performed following methodology in ACI 318 (-19 or -14) Chapter 17. The load level corresponding to the controlling failure mode listed (e.g. For Tension: steel strength, concrete breakout strength, or pullout strength; For Shear: steel strength). Furthermore, the capacities for concrete breakout strength in tension are calculated using the effective embedment values, h, for the selected anchors as noted in the design information table. Please also reference the installation specifications for additional information. Strength reduction factors (0) for the inserts are based on ACI 318-19 17.5.3, ACI 318-14 17.3.3 for cast-in headed anchors. Condition 8 is assumed. Strength reduction factors for load combinations in accordance with ACI 318 (-19 and -14) Section 5.3 governed by steel strength of the insert are taken as 0.75 for tension and 0.65 for shear; values correspond to ductile steel elements. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 (-19 or -14) Chapter 17. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths, please see ACI 318 (-19 or -14) Chapter 17 and information contained in this product supplement. For other design conditions including seismic considerations please see ACI 318 (-19 or -14) Chapter 17. For seismic design in accordance with ACI 318, the tabulated tension design strengths for concrete breakout and pullout must be multiplied by a factor of 0.75. Cn I www.DEWALTcom I DEWALT ANCHORS & FASTENERS DESIGN STRENGTH TABLES (SD) Tension and Shear Design Strengths for DDI+ Inserts Installed in Uncracked Normal-Weight Concrete Filled Steel Deck and Roof Assemblies' 2'3'4'56 Minimum Concrete Compressive Strength Pc = 3,000 psi Insert O.D. (Nominal Bolt Embed. Depth Upper Flute Ride Incline I Lower Flute Diameter) he (Figure A) (Figure B) I (Figure C) (In.) (In.) Tension I On I Shear Olin I On I Shear Tensi on (•) (lbs.) Tension (lbs.) (lbs.) 3/8 1-1/2 2115 ______ 2,115 2,115 r 1/2 1-3/4 2665 IMI 2,665 2,665 5/8 2 3,255 3,255 3255 D - Anchor Pulloutout Strength Controls 0- Concrete Breakout Strength - Steel Strength Tension and Shear Design Strengths for DDI+ Inserts Installed in Cracked Normal-Weight Concrete Filled Steel Deck and Roof Assemblies, 1,1.4.5.6.7 6) thmenmomteCmnpressiveSfrength Pc = 3,000 psi Insert O.D. (Nomthal Bolt Embed. Depth Upper flute flute Incline Lower flute Dlin~ IM (Figure A) (Figure B) (Figure C) (In.) (In.) - Tension Sbear Tendon i Teen I (lbs.) (lbs.) ML) (1) (l) I 3/8 1-1/2 1,690 1,690 1 1,690 1/2 1-3/4 _I 2,130 2,130 5/8 2 2,605 _2,130 2,605 2,605 0- Anchor Pullout/Pfyout Strength Controls 0- Concrete Breakout Strength Controls U - Steel Strength Controls Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum member thickness (topping thickness), h = h,,, and with the following conditions: - For Upper Flute and Flute Incline: Ci is greater than or equal to the critical edge distance, c1 - For Lower Flute: ca, is equal to the minimum lower flute edge distance Calculations were performed following methodology in ACI 318 (-19 or -14) Chapter 17. The load level corresponding to the controlling failure mode listed (e.g. For Tension: steel strength, concrete breakout strength, or pullout strength; For Shear steel strength). Furthermore, the capacities for concrete breakout strength in tension are calculated using the effective embedment values, he, for the selected anchors as noted in the design information table. Please also reference the installation specifications for additional information, Strength reduction factors (o) for the inserts are based on AC! 318-19 17.5.3, ACI 318-14 17,3,3 for cast-in headed anchors, Condition B is assumed. Strength reduction factors for load combinations in accordance with ACI 318 (-19 and -14) Section 5.3 governed by steel strength of the insert are taken as 0.75 for tension and 0.65 for shear; values correspond to ductile steel elements. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 (-19 or -14) Chapter 17. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths, please see ACI 318 (-19 or -14) Chapter 17 and information contained in this product supplement. For other design conditions including seismic considerations please see ACI 318 (-19 or -14) Chapter 17. For seismic design in accordance with ACI 318, the tabulated tension design strengths for concrete breakout and pullout must be multiplied by a factor 010.75. I I I I I I cat. No. Description Iloternid Thread Pack (Illy. PFM3613038 30-16 Coupler Push-In 3/8" to 3/8 20 PFM3613012 10-13 Coupler Push-In 1/2" to 1/2" 1 20 Push-In couplers have one end that does not require turning threaded rod elements during installation which can be ideal for applications such as mounting prefabricated hardware and hanger assemblies, ORDERING INFORMATION ORDERING DDk. (Deck Insert) Cat No. Anchor Size Rod/Anchor DIa. Pack (fly. PFM2511100 3/8" Metal Deck Insert 3/8 20 PFM2511110 1/2 Metal Deck Insert 1/2" 20 PFM2511120 5/8 Metal Deck Insert 5/8" 20 PFM2511130 3/4" Metal Deck Insert 3/4" 12 PFM2511140 7/8" Metal Deck Insert 7/8 12 DDI+ Installation Tools CatNo. DBSCIIPUOO Pack Wy. 0CD996P2 20V Max XR Lithium Ion Cordless Drill Driver Kit (5.0Ah) 1 PFM3611000 Deck Driller Extension 28" (Use with 1/2" Drill Driver) 1 DEWALT ANCHORS & FASTENERS Push-In Thread Couplers www.DEWALLcom SNAKE+ INTERNAL THREAD VERSION Unified coarse thread (UNC) ANCHOR MATERIALS Zinc plated carbon steel body ANCHOR SIZE RANGE (TYR) 1/4°, 3/8° and 1/2° diameters SUITABLE BASE MATERIALS Normal-weight concrete Sand-lightweight concrete Concrete over steel deck CODE LISTED [CC-ES ESR-2272 GENERAL INFORMATION ANCHORS & F*SThNERS GENERAL INFORMATION SECTION CONTENTS (SNAKE+ General Information.........................1 Material Specifications...................1 Internally Threaded Screw Anchor Installation Instructions..................2 ______________________________________________________________________ Strength Design (SD).......................3 PRODUCT I DESCRIPTION 1I Performance Data............................4 The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for performance Redundant Fastening......................8 in cracked and uncracked concrete, Suitable base materials include normal-weight concrete, sand- Ordering Information.......................9 lightweight concrete and concrete over steel deck. The Snake+ screw anchor is installed into a drilled hole with i nnwr tool and i Snck -i- cttinn tool After installation i steel element is threaded into the anchor body, GENERAL APPLICATIONS AND USES Suspending conduit, cable trays and strut • Pipe supports Interior applications/low level • Seismic and wind loading applications corrosion environment • Fire sprinklers Tension zone areas • Suspended lighting + Cracked concrete approved alternative to a dropin anchor + Designed for use in holes drilled with standard ANSI carbide drill bits + Anchor design allows for shallow embedment and mechanically interlocks with base material + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench + Hammer not used for installation International Code Council, Evaluation Service CC-ES), ESR-2272 for concrete. Code compliant with the 2015 IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC, and 2006 IRC. Tested in accordance with ACI 355.2 and ICC-ES AC1 93 for use in structural concrete under the design provisions of ACl 318-14 Chapter 17 or ACI 318-11/08 (Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchor) Evaluated and qualified by an accredited independent testing laboratory for reliability against brittle failure, e.g. hydrogen embrittlement Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant fastening applications FM Global (Factory Mutuah - File No. 3038104 (see report for sizes) www.approvalguide.com - Pipe hanger components for automatic sprinkler systems CSI Divisions: 03 16 00 - Concrete Anchors and 05 05 09 - Post-Installed Concrete Anchors. Internally threaded anchors shall be Snake+ as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS I Andw Componmendt I Spec ill Anchor Body Case hardened carbon steel I Plating Zinc plating according to ASTM 8633, sci, Type Ill (Fe/Zn 5) I Minimum plating requirements for Mild Service Condition www.DEWALTcom Installation Detail for Snake+ in the Topside of Concrete-Filled Steel Deck floor and Roof Assemblies' n CONCRETE NORMP1WUGMTCONCRETE OVER STEEL DECK Zuwi PS 3-l14 ' 1. 318-inch diameter anchors may be placed in the topside of stout deck profiles provided the minimum topping thickness, minimum spacing distance and minimum edge distance are satisfied as given in the installation intomiation table. DEWALT ANCHORS & FASTENERS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS - Step 1 Using the proper drill bit size, drill a hole into the base material to the required depth (e.g. dust extractor, hollow bit). The tolerances of the carbide drill bit used should meet the requirements of ANSI Standard B212.15. Step 2 Select a powered impact wrench that does not exceed the maximum torque, for the selected anchor diameter. Attach the Snake+ setting tool supplied by DEWALT to the impact wrench. Mount the anchor onto the setting tool. Step 3 Drive the anchor into the hole until the shoulder of the Snake+ setting tool comes into contact with the surface of the base material. Do not spin the setting tool off the anchor to disengage. Step 4 Insert threaded rod or a bolt into the Snake+, taking care not to exceed the maximum specified tightening torque of the steel insert element, T. Minimum thread engagement should be at least one anchor diameter. ;1\v vi WvlerFbItEValed-i I Liens 1eItflidRe)-J ft ax sage Std Installation Detail for Snake+ Installed In the Soffit of Concrete over Steel Deck floor and Roof Assemblies' $mUcnJaALSuIrD.UGH,wB9flaOE1EoR NORMAL WHOHT concoere OVER STIR DECK (MUIIMOR ZRMPM) RUM LcwRute 11/4 1. Anchors may be placed in the upper flute or lower flute ot the steel deck profiles prodded in minimum hole Clearance is satisfied. Anchors in the lower flute may be instated with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with tower flute Widths greater than those shown prodded the minimum lower flute edge distance is also satisfied. 1-8OO-4DW4 STRENGTH DESIGN (SD) ANCHORS & FASTENERS STRENGTH DESIGN (SD) FICCIELSUSTED1áInstallation Information for Snake+ Screw Anchor for Single Point Applications1 ESR-2272 J Anchor Prep"/ Notation Units Nominal Anchor Size I Threaded Coujiler Diameter (Inch) 1/4 318 1/2 Setting Infonnation Nominal outside anchor diameter da(do)3 in. (mm) 0.375 (9.5) 0.500 (12.7) 0.750 (19.1) Internal thread diameter (UNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 Minimum diameter of hole clearance in fixture for dh in. 5/16 7/16 9/16 steel insert _element _(following _anchor _installation) Nominal drill bit diameter C6.3/8 in. ANSI 1/2 ANSI 3/4 ANSI Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Overall anchor length Gth in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum nominal embedment depth' h in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) Effective embedment hu in. (mm) NotApplicable4 1.10 (28) 1.54 (39) Maximum impact wrench power (torque) ft-lb. (11-m) 120 (163) 345 (468) 345 (468) Maximum tightening torque of steel insert element ft-lb. 4 8 36 (threaded rod or bolt) °°° 'J-m) (6) (11) (49) Anchors Instalimi In Concrete Constmcllon4 Minimum member thickness' hm in. (mm) Not Applicable' 4 (102) 4 (102) Critical edge distance2 C in. Not Applicable4(mm) (76) (102) Minimum edge distance2 Gn. in. Not Applicable,(mm) 1 (76) (102) Minimum spacing distance'(mm) in. Not Applicable° (76) (102) Anchors Installed In the Topside of Concrete-Filled Sted Deck Assou*Nes2 Minimum member topping thickness h,vuw in. (mm) Not Applicable' 3-1/4 (83) Not applicable Critical edge distance Codedcton in. (mm) Not ApApplicable'Not (76) applicable Minimum edge distance in. (mm) Not Applicable' (76) Not applicable Minimum spacing distance in. (mm) Not Applicable' (76) Not applicable The information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 Chapter 17 or ACI 318-11 Appendix 0, as applicable. For installations through the soffit of steel deck into concrete, see installation detail. Anchors in the lower flute may be installed with a maximum 1-tech offset in either direction from center of the flute. In addition, anchors shall have an axial sparing along the flute equal to the greater of 3h0f or 1.5 times the flute width. The notation in parenthesis is for the 2006 IBC. The 1/4-inch diameter anchor is Qmited to redundant fastening design only. For 3/8-inch diameters installed in the topside of concrete-filled steel deck assemblies, steel installation detail. Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element Do not exceed Do not exceed www.DEWALT.com DEWALT AHOHORS & MsTENs PERFORMANCE DATA PERFORMANCE DATA Tension Design Information (For use with load combinations taken ff~~] from ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Diameter 3/8 inch 1/2 inch Anchor category 1,2013 - 1 1 Nominal embedment depth h in. 1-5/8 2-3/16 STEEL STRENGTH IN TENSION ksi ASTM A36 36.0 248 Minimum specified yield strength of steel insert element f1 ASTM A193, 105.0 Grade 87 (724) Minimum specified ultimate strength 1(51 ASTM A36 58.0 ASTM A193, 125.0 of steel insert element (N/mm) Grade 87 (862) - Effective tensile stress area of steel insert element AwN 0.0775 0.1419 (nsm2) ASTM A36 4.495 8,230 Steel strength in tension ASTM A193, 9,685 1 Grade B7 (431) - Reduction factor for steel strength' - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION' Effective embedment her (2 Effectiveness factor for uncracked concrete kua - 24 30 Effectiveness factor for cracked concrete ka - 17 24 Modification factor for cracked and uncracked concrete, fN - Cracked concrete 1.0 Uncracked concrete = 1.0 Critical edge distance c (mm) (76) (102) Reduction factor for concrete breakout strength' - Condition B = 0.65 PIJW)UT STRENGTH IN TENSION (NON-SEISMIC APPUCATIONS? Characteristic pullout strength, uncracked concrete (2,500 ps N lb () See note 7 fl e S not 7 See e Characteristic pullout strength, N lb See n 1,665 0 e cracked concrete (2,500 (!ttfl (74) Reduction factor for pullout strength3 - I 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength, seismic (2,500 psi)5 N lb See note 7 1&6 65 Reduction factor for pullout strength' 1 0 1 - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEl. DECK Characteristic pullout strength, lb 1,515 1,625 uncracked concrete over steel deck" N) (6.7) (7.2) Characteristic pullout strength, N p' lb 1,075 1,300 cracked concrete over steel deck" (kfl (4.8) (5.8) Characteristic pullout strength, lb 1,075 1,300 cracked concrete over steel deck, seismicm ct' (4.8) (5.8) Reduction factor for pullout strength, concrete over steel deck' 4 - Condition B = 0.65 For SI 1 inch = 25.4 mm, 1 ksi = 6.894 N/mm3; 1 lbf = 0.0044 kN. The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix 0, as applicable; for anchors resisting seismic load combinations the additional requirements 01 ACI 318-14 17.2.3 or ACI 318-110.3.3, as applicable, must apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2. If the load combinations ACI 318-11 Appendix C are used, the appropriate value of i/, must be determined in accordance with ACI 318-110.4.4. For reinforcement that meets ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable, requirements for Condition A, see ACI 318-14 17.3.3(c) or ACI 318-11 0.4.3(c), as applicable, for the appropriate 0 factor. itix assumed that the threaded rod or bolt used with the Srrake+ anchor isa ductile steel element with minimum specified properties as listed in the table or an equivalent steel element The Snake+ anchor is considered a brittle steel element in tension as defined by ACI 318-14 2.3 or ACI 318-110.1, as applicable. Tabulated values for steel strength in tension must be used for design. For all design cases use l/f.s = 1.0. The appropriate effectiveness factor for cracked concrete (l.) and uncracked concrete (kr.,) must be used. For all design cases use I/f., = 1.0. For concrete compressive strength greeter than 2,500 psi, N. = (pullout strength from table)(specifled concrete compressive strength/2,500)55. For concrete over steel deck the value of 2,500 must be replaced with the value 013,000. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment Anchors are permitted to be used in lightweight concrete provided the modification factor A. equal to 0,8A is applied to all values of 'fl affecting N. and W. A. shall be determined in accordance with the corresponding version of ACI 318. For anchors installed in the soffit of sand-lightweight concrete-filled steel deck and floor and roof assemblies, further reduction of the pullout values provided in not required. Values for Np.dk are for sand-lightweight concrete (f'c,min = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318-14 17.4.2 or ACI 318-11 0.5.2, as applicable, is not required for anchors installed in the deck soffit (flute). The notation in parenthesis is for the 2006 18C. 1-800-41011W4jT DEWALT PERFORMANCE DATA ANCHORS & FASTENERS Shear Design Information (For use with load combinations taken [coiw LISTED from ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2111,2 ICC-ES ESR-2272 Nominal Anchor Diameter Design Characteristic Notation Units 318 Inch 1/2 Inch Anchor category 1,2 or 3 - 1 1 Nominal embedment depth h3 in. 1-5/8 (41) 2-3/16 (mm) (55) STEEL STRENGTH IN SHEAR' 36 ASTM A36 770 1,995 Steel strength in shear' (3.4) (8.9) ASTM A193, 1,655 ( Grade 87 (7.4) Reduction factor for steel strength' - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR' Nominal outside anchor diameter da(do)° in. 0.500 0.750 Load bearing length of anchor - 1.10 1.54 (lei or 8d0, whichever is less) (28) (39) Reduction factor for concrete breakout strength' - Condition B = 0.70 PRYOUT STRENGTH IN SHEAR' Coefficient for pryout strength kcp - 1.0 1.0 (1.0 for hd <2.5_ in, _2.0 for hr_~_2.5_in.) Effective embedment hef in. (mm) 1.10 (28) 1.54 (39) Reduction factor for pullout strength3 Condition B = 0.70 STEEL STRENGTH IN SHEAR FOR SOIC *PPUCADONS ASTM A36 770 1,995 Steel strength in shear, seismic' V.A ASIM A193, 1,655 (! Grade B7 (7.4) - Reduction factor for pullout strength3 - Condition 8 = 0.60 STEEL STRENGTH IN SHEAR FOR SOmT OF SAND-LIGHT WEIGHT AND NORMAL-WUSHT CONCRETE OVER ST. DECK' ASTM A36 770 1,995 Steel strength in shear, concrete over steel declr3 Vsdus ASTM Al 93, 1,655 (l4 Grade 87 (7.4) - ASTM A36 T70 1,995 Steel strength in shear, concrete over steel deck, seismic' ASlivi A193, 1,665 (ìO Grade 87 (7.4) - Reduction factor for pullout stren03 Condition B = 0.60 For Sf: 1 inch = 25.4 mm, 1 lbf = 0.0044 M. The detain this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318-11 0.3.3 shall apply. Installation must comply with published instructions and details. AJI values of 4) were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3, or AU 318-11 Section 9.2, as applicable. If the load combinations of AU 318-11 Appendix C are used, the appropriate value of 4) must be determined in accordance with AU 318-11 0.4.4. For reinforcement that meets AU 318-14 Chapter 17 or AU 318-11 Appendix D. as applicable, requirements for Condition A, see AU 318-14 17.3.3(c) or AU 318-11 0.4.3(c), as applicable, for the appropriate 4) factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a ductile steel element as defined by AU 318-14 2.3 or AU 318-11 Dies applicable. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation 17.5.1.2b in AU 318-14, 0-29 in AU 318-11, and AU 318-14 17.5.1.2 or AU 318-11 0.6.1.2, as applicable. Anchors are permitted to be used in lightweight concrete provided the modification factor A equal to 0.82. is applied to at values ot.1F' affecting N3 and V. 2. stratI be determined in accordance with the corresponding version of AU 318. For anchors installed in the soffit of sand-lightweight concrete-tilled steel deck and floor and roof assemblies, further reduction of the pullout values provided in not required. Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with AU 355.2 Section 9.6. Tabulated values for Vwu are for sand-lightweight concrete (f'c,min = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318-14 17.5.2 or ACI 318-11 0.6.2, as applicable, and the pryout capacity in accordance with ACI 318-14 17.5.3orACI 318-110.6.3 are not required for anchors installed in the deck soffit lute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. The notation in parenthesis is for the 2006 IBC. www.DEWALtcom I Tension and Shear Design Strengths Installed in Cracked Concrete Steel Mlnlnunn Concrete Compressive Strength, ft (psi) Nominal Anther Nominal ththmi Inseet 2500 I 3,000 I 4,000 I 6,000 I 8,000 ______ Size (hi.) It— (In.) Mmded Rod or on Tendon Oft endon Oft Oft endon Ofin &n vim Belt) (Ibs) I (ffis) I (Ibm) I (Ibs) I (I s (IhS I (lbn.) I (Ibs U) I ASTM A36 635 III 700 511$ 805 III 985 III 1,140 1IIII 3/8 1-5/8 ASTM Al 93 Grade B7 635 685 700 805 870 985 1,065 1140 . 1/2 2-3/16 ASTM A36 1,080 = 1,185 Al 1,370 • 1675 1 ,935 D - Anchor PulloutlPiyout Strength Controls 0- Concrete Breakout Strength Co - Steel ANCHORS & FASTENERS PERFORMANCE DATA Factored Design Strength (ON And OV) Calculated In Accordance With ACI 318-14 Chapter 17: 1- Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, h0 = h..1,, and with the following conditions: - car is greater than or equal to the critical edge distance, c. (table values based on Cat = c..). - c.2 is greater than or equal to 1.5 times Cat. Calculations were performed according to ACI 318-14 Chapter 17. The load level corresponding to the controlling failure mode is listed. (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values, hef, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. Strength reduction factors (0) were based on ACI 318-14 Section 5.3 for load combinations. Condition B is assumed. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318-14 Chapter 17. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318-14 Chapter 17. For other design conditions including seismic considerations please see ACI 318-14 Chapter 17. Tension and Shear Design Strengths Installed In Uncracked Concrete EOE Steel M*num Concrete Compressive Strength, ft (psi) I Nominal _ Nominal Enthod Insed Bomeed _ I I 4,000 I 6,000 8,000 Tension Rod or 00 aim Tension aw Oft Size (hi.) k- (Iii.) MaM BOlt) fibs) I fibs) I (Thn.) I (Ibn.) I flbs4 bn.)J (1bs4 (Th54 ) I ASTM A36 900 IllS 985 III 1,140 III 1,395 III 1,610 lII 3/8 1-5/8 ASTM A193 Grade B7 900 985 "1,060 1,140 I)'A 1,395 11Th 1,610 JI 1/2 2-3/16 ASTM A36 1,865 2,040 2,355 'Al 2,885 WAI _________ 0- Anchor uuOout Strength Controls 0- Conte Breakout Strength Controls U - steel sngth Controls 1-800-4PWA ANNEENE101" DEWALT PERFORMANCE DATA AxcHos & FASTEKERS J For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n1, n2 and n3 below, redundancy will be satisfied. Anchors qualified for redundant applications may be designed for use in normal weight and sand-lightweight cracked and uncracked concrete. Concrete compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. NofMcge ~I'l rilslli - - - Em u-1-1 - W.. il . . - ~ W. ill 0 Strength Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables ni = the total number of anchorage points supporting the linear element n2 = number of anchors per anchorage point n3 = factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 or ACI 318-14 Section 5.3 or ACI 318 (-11,-08,-05) Section 9.2. Strength Design (SD) Design values for use with strength design shall be established taking 0, • Fra. Allowable Stress Design (Redundant Fastening): Design values for use with allowable stress design shall be established taking Rd, ASD=.F Where o is the conversion factor calculated as the weighted average of the load factors from the controlling load combination. The conversion factor, o' is equal to 1.4 assuming all dead load. I See redundant fastening design information table for Snake+ design resistance. C, 2 0 0 0 www.DEWALT.com ANCHORS & FASTENERS REDUNDANT FASTENING REDUNDANT FASTENING Installation Information for Snake+ Screw Anchor In Redundant Fastening Applications Anchor Property/Nominal Anchor Size I Threaded Couplier Diameter (inch) Setting informatIon Notetion Units 1/4 am 1/2 Nominal deli bitdiameter dM in. 3/8 1/2 ANSI 3/4 ANSI ANSI Nominal embedment depth h in. 1-5/8 1-5/8 2-3/16 (mm) 1 (41) (41) (55) Effective embedment hot in. 1.10 1.10 1.54 (mm) (28) (28) (39) Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Minimum concrete member thickness h,, in. 3 (76.2) 3 (76.2) 3 (mm) (76.2) Overall anchor legnth in. 1-1/4 1-1/4 1-11/16 " (mm) (32) (32) (43) Minimum edge distance, redundant fastening' c =Coe in. (mm) 4 (102) 4 (102) 4 (102) Minimum spacing distance, redundant fastening' 5mu in. (mm) 8 (203) 8 (203) 8 (203) Maximum tightening torque of steel insert .- ft-lb. 4 8 36 element (threaded rod or bolt) '1-m) (6) (11) (49) Maximum impact wrench power (torque) ft-lb. (1-m) 120 (163) 345 (468) 345 (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors' .13 Anchor Propedy! Notation NoniaI Anther SIze __________ 114' 318" 1/2' Setting bdolflatlOfl Anchor category 1,2 or 3 - 1 1 1 N Nominal embedment depth h in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) CHARAC1ET1ISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE'S Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete FM lb ni 2: '+ fit 2t 3 fit 2t'. fit 2~ a fit ~ 4 fit ~ (2 500pm) 550 360 1 675 450 675 450 1 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factor3 - 065 CHARACTERISTIC STRETWTh (RESISTANCE) FOR SAND-UGIfTWNGHT AND NORMAL WBGHT CONCRETE OVER ST. DTEI(" Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete !33JiCtk lb flu ~ '+ ft ~ a fit ~ '+ fit ~ a fit ~ '+ fit ~ over steel deck (2,500 psi) 550 360 675 450 1 675 450 1 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factor3 b,3 - 0.65 For St 1 inch = 25.4 mm, 1 lbf = 0.0044 W. The data in this table is intended to be used with the design provisions of Section 4.3 of this report loads may be applied in tension, shear or any combination thereof. Installation must comply with published instructions and this report All values of 4 were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318 (-11, -08, -05) Section 9.2, as applicable. his assumed that the threaded rod or bolt used with the Snake+ anchor has properties as listed in Tension Design Information table. Anchors are permitted to be used in lightweight concrete provided the design strength 0, F is multiplied by the modification factor A.. The modification factor 1 is equal to o.eA, A. shah be determined in accordance with the corresponding version of ACI 318. For anchors installed in the soffit of sand-lightweight concrete-filled steel deck and floor and roof assemblies, farther reduction of the pullout values provided in not required. For installations through the soffit of steel deck into concrete see the installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3ha or 1.5 times the flute width. 1-800-4DW4U Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Thread Depth Std. Box Std. Ctn. 64005D 1/4" 1-5/8" 11/32" 100 1,000 6401 SD 3/8" 1-5/8 23/32" 50 500 6403SD 1/2" 2-1/2" 15/16" 50 300 1. Each box comes with one free setting tool Setting Tool for Snake+ Screw Anchor Call. No. Anchor Size Std. Ct. 6402S0 1/4" 1 64075D 3/8" 1 6404SD 1/2" 1 DEWALT ORDERING INFORMATION ANCHORS & FASTENERS Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete' 2'3'4 Bunimum Minimum Concrete Compressive Strength _____________________ t'c = 2,500 psi (172 MPa) ft = 3,000 psi (20.7 MPa) fc = 6,000 psi (41.4 MPa) Nominal Anchor Embedment Diameter DP Tension Shear Tension Shear Tension Shear (mm) HIS. lbs. lbs. tbs. HIS lbs. (liii) (kN) Qdl) (kN) / 14 1-5/8 2,130 1,045 2,335 1,045 (41) (9.5) (4.6) (10.4) (4.6) - - 3/8 1-5/8 2,165 1,045 2,370 1,045 3,190 1,045 (41) (9.7) (4.6) (10.6) (4.6) (14.2) (4.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 7,240 2,050 (55) (24.9) (9.1) (27.3) (9.1) (32.0) (9.1) 1 Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable worlcing load. The tabulated load values are applicable to single anchors in uncracked concrete installed at critical spacing distance between anchors and at critical edge distance. Ultimate shear capacity is controlled by steel strength of ASTM A36 element (or equivalent), ORDERING Suggested Impact Wrench 20V Max — Wrenches 1/4 DCF88OM2 1/2" Impact Wrench 3/8 3/8 DCF894HP2 3/8 and 1/2" impact Wrench 1/2 High Torque wwwDEWALT.com I Branch Line Restraint System c-.-. \\\\ ERIED Branch Line Restraint Pipe Attachment cULus Listed, FM Approved, and OSHPD pre-approved for light walled (SCH 7), SCH 10, and SCH 40 service pipes. Accepts 3/8" (M10) or 1/2" (M12) threaded rod on either side of the service pipe Quick grip clamp simplifies measuring and cutting of threaded rod Works with rough-cut threaded rod and eliminates pipe-side deburring Shear-off head helps ensure correct torque and simplifies inspection www.erico.com T raditional methods for installing branch line restraints in fire sprinkler systems are cumbersome and time-consuming. Contractors often cut (and re-cut) threaded rod to precise measurements to restrain the sprinkler pipe with a loop hanger and surge restraint. Traditional methods also commonly require five or more parts per restraint. To avoid these labor-intensive methods, E141C0 has streamlined the process and developed the Branch Line Restraint System, part of the CADDY® line of hanging & bracing solutions for the fire protection market. Ideal for restraining 1" (25 mm) through 2" (50 mm) branch lines, this innovative system is significantly faster and easier to install than current methods. It attaches directly to steel bar joists, I-beams or purlins, as well as concrete and wood structures. The hardware is installed with only one tool, a 5/16" (8 mm) socket drill driver, which provides significant labor savings and convenience. It features a simple, two- step installation process, allowing a time savings up to 80% compared to other methods. Unlike most solutions that only accept 3/8" threaded rod, the versatile Branch Line Restraint System features a swivel attachment that can be rotated to accept 3/8" (Mb) or 1/2" (M12) threaded rod. This allows greater restraint distances from the pipe to structure with 1/2" (M12) threaded rod. The system meets the requirements of NFPA® 13, making it ideal for new construction applications. The total system is cULus Listed and FM® Approved, and has been pre-approved by the state of California (OSHPD OPA-2629-10). <*> c ®uS APPROVED LISTED Branch Line Restraint Structure Attachment to Steel Swivel connector accepts 3/8" (Mb) or 1/2" (M12) threaded rod Attaches to steel members with thickness from 0.105" (12 GA) to 0.5" (2.7 - 12.7 mm) with self-drilling/tapping screw Number ~ Number ~ (mm) (mm) CSBBRS1 EG 12-24x1-1/4 N/A 3/8,1/2 (MM) I (MM 111 1.06 (mm) 159 (12-24 x 32) 2 (26.9) CSBBRS1MEG 402239 (Mb, M12) 12-24x1-1/4 (12-24 x 32) 1.11 (28.2) I 1.06 I I (26.9) 1.59 (40.4) I Branch Line Restraint Structure Attachment to Wood/Concrete Swivel connector accepts 3/8" (M10) or 112" (M12) threaded rod Attaches to wood/concrete structure. Pre-drill concrete with 3/16" (4.8 mm) drill bit (not included) Number ~ Number I (mm (mm (MM (MM) (mm) 1/4x 1-3/4 1.11 1.659 CSBBRS2EG N/A 3/8,1/2 (6.4x44.5) (28.2) (26.9Y CSBBRS2MEG 402240 M12) 1/4x1-3/4 1.11 1.06 1 (6,4 x .5) (28.2) I (26.9) 1.59 I I (40.4) I I Branch Line Restraint Structure Attachment to Threaded Insert Swivel connector accepts 3/8" (Mb) or 1/2" (M12) threaded rod Attaches to concrete anchors or structural attachments with female threads Also for use with Snake+® anchor (not included); part number 64015D 3/8-16x3/4 I 1.11 I 1.06 I 1.59 I CSBBRS3EG N/A 3/8,1/2 (M10x 19) (28.2) (26.9) I (404) I I I CSBBRS3MEG 402241 (Mb, M12) 3/8-16x3/4 111 1.06 1.59 (MiOx 19) I (28.2) I (26.9) I (40.4) I Note: Branch line structural attachments are for restraint only and not for the hanging of fire sprinkler piping. www.erico.com ERICD Maximum Restraint Lengths Continuous Threaded Rod Reference: NFPA13, (2007) *Reference: NFPA13, (2010) FM is a registered certification mark of FM Approvals LLC, LTD. NFPA is a registered trademark of the National Fire Protection Association. Snake+ is a registered trademark of Powers Fasteners, Inc. cULus is a registered certification mark of UL LLC. WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at www.erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death. WARRANTY ERICO products are warranted to be free from defects in material and workmanship at the time of shipment. NO OTHER WARRANTY, WHETHER EXPRESS OR IMPLIED (INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE), SHALL EXIST IN CONNECTION WITH THE SALE OR USE OF ANY ERICO PRODUCTS. Claims for errors, shortages, defects or nonconformities ascertainable upon inspection must be made in writing within 5 days after Buyer's receipt of products. All other claims must be made in writing to ERICO within 6 months from the date of shipment or transport. Products claimed to be nonconforming or defective must, upon ERICO's prior written approval in accordance with its standard terms and procedures governing returns, promptly be returned to ERICO for inspection. Claims not made as provided above and within the applicable time period will be barred. ERICO shall in no event be responsible if the products have not been stored or used in accordance with its specifications and recommended procedures. ERICO will, at its option, either repair or replace nonconforming or defective products for which it is responsible or return the purchase price to the Buyer. THE FOREGOING STATES BUYER'S EXCLUSIVE REMEDY FOR ANY BREACH OF ERICO WARRANTY AND FOR ANY CLAIM, WHETHER SOUNDING IN CONTRACT, TORT OR NEGLIGENCE, FOR LOSS OR INJURY CAUSED BY THE SALE OR USE OF ANY PRODUCT. LIMITATION OF LIABILITY ERICO excludes all liability except such liability that is directly attributable to the willful or gross negligence of ERICO's employees. Should ERICO be held liable its liability shall in no event exceed the total purchase price under the contract. ERICO SHALL IN NO EVENT BE RESPONSIBLE FOR ANY LOSS OF BUSINESS OR PROFITS, DOWNTIME OR DELAY, LABOR, REPAIR OR MATERIAL COSTS OR ANY SIMILAR OR DISSIMILAR CONSEQUENTIAL LOSS OR DAMAGE INCURRED BY BUYER. Copyright @2012 ERICO International Corporation. All rights reserved. - CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. ERIED M10955.WWEN DM1457LT11wWEN 10M5312 Eaton's 8-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Seismic Braci [TOLCO Fig. 41 - sway brace attachment (UI listed)) Size Range: 1" (25mm) through 8' (200mm) IPS. 10' (250mm) and 12° (300mm) not UL listed Material: Steel and stainless steel. Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 1' (25mm) through 8' (200mm) pipe. UL Listed for the following sprinkler type pipes: Sch. 40, Sch. 10, Bull Moose Eddy Flow, Wheatland Mega Flow, DIN 2448, KSD 3562, KSD 3507. Ask the factory for additional information as it may vary by product size. For FM Approval information refer to FM Approved page 75. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Installation Instructions: Fig. 4L is the "braced pipe" attachment component of a longitudinal and lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 guidelines should be followed. (For complete detailed instructions see instruction sheet IL309015EN). To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electrogalvanized, Hot Dip Galvanized or Stainless Steel (only for 4° & 60 sizes). Order By: Figure number, pipe size and finish. Lateral Longitudinal With Plain & Brace Brace Electrogalvanized Finish I - UL Max. Rec. Load PLN & EG. Nom Pipe Size A (Max) C D Bolt Size Logitudinal Lateral Approx. Part No. in. in. in. in. in. lbs. lbs. Wt./100 lbs. 41-1 11 (25) 5 2 1/8 1/2 13 1000 1000 176 0/4 11/4 (32) 52h121/16 1/9 1/2 13 1000 1000 182] 4L-11/2 111/2 (40) 51/2 I 21/ 12/3 1/2 13 1000 1000 187 _2 0) 6/i 122/3 2 1600 1000 20J] 41-21/2 21/2 - 6/t 3 21/3 1/2.13 2000 1000 217 L4L-65mrn 4L-3 - j3 (80) 73/7 /9 211 31/4 2/8 1&3700 1/2 13 2000 1000 1000 _JjJ 323 /2 31/2 (90) 8 31/2 2/8 1/2.13 2000 1000 343 41.4*** 4 (100) 8/7 33/4 31/8 1/2 13 2000** 1000 253 [41 5 5 - 95/9 4/8 35/3 lIz 13 2000** 1600* 314 1 4L-125mm - (125) 95/s 43/s 3/8 1/2-13 1200 1600* 314 [ 6 6 113/, 44/1 1/2 13 2000 1600* 540 4L-150mm - (150) 11/7 51/3 44/7 1/213 1 1200 1600 538 [418 8 - 13/5 62/s 52/3 '/213T_2000 2100* 645J 41-200mm - (200) 13/5 62/5 52/3 /2.13 1 1400 2100* 643 [4L10**** 10 (254) 17/s 81/4 71/4 1/2 13 NA NA 1349 4L1r*** 12 (300 193 /5 91/4 81/4 1/2 13 1 NA NA 1526 * Only UL listed as a lateral brace for use with a 1 (25mm) pipe as the brace member. ** Only UL listed as a longitudinal brace for use with a 1" (25mm) thru 11/2' (40mm) pipe as the brace member. Fig 4L-4 and Fig 4L-6 are only sizes available in stainless steel 316. **** FM approved not UL listed. With Hot Dip Galvanized & Stainless Steel Finish OPM c®us LISTED Set Bolt & Hardware Included _ H 'A Eaton 74 B-Line series Fire Protection Solutions JJ1 LISTED Pipe Hangers (FOLCO Fig. 200H - Heavy Duty Band Hanger (For Trap)) Size Range: 2' (50mm) thru 4' (1 00mm) trapeze pipe size. Material: Steel - Pie-Galvanized Function: Designed primarily to support substantially heavier loads than is normally intended for the nominal hanger size. Used extensively to support trapeze installations and the increased loads from both above and below the trapeze assembly. Features: Furnished with /8'-16 or 1/2.13 adjusting threaded ring nut. Approvals: Underwriters Laboratories listed in the USA (UL) and Canada (cUL). Conforms to Federal Specification WW-H-1 71 E & A-A-11 192A, Type 10 and Manufacturers Standardization Society ANSI! MSS SP-69 & SP-58, Type 10. I Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized I Order By: Figure number, pipe size and rod size. Important Design Note. Because of the increased loads applied to the trapeze assembly, both the upper trapeze supports as well as the lower hanging unit must be able to hold the maximum loads intended. t If using metric rods the M8 rod size is not UL Listed Pipe Size Rod Size A B Approx. Wt./100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kal 200H.2-1/2 2' (50) '/2'-13 4 /32' (119.8) 3/8" (85.1) 45 (20.4) L200H-2'h-/8 21!2'_() 3!'16t 5/16 (134.9) 3/z° (94.4)59(26.7),__j 200H-2½-'/2 272' (65) t/2".13 5,/32' (138.9) 3/8' (98.3) 56 (25.4) L00H-3-I 3"(75)3/8"16t 53!4' _(146.0)3 /32" (97.6) 63(28.6)._....J 200H-3-1/2 3" (75) , 1h'-13 57/8' (148.1) 331/' (100.8) 60 (27.2) LoH±/s_4'j100)3/8"-16t 61h"(174 _47I!.jiiZ)_J_1345LJ 200H-4-'/2 4' (100) 1/2"-13 71/32' (178.6) 419/32' (1116.7) 73 (33.1) Select trapeze pipe size based on section modulus required for span of trapeze per information provided in NFPA 13 All sizes are UL Listed to support up to 8" pipe at max spacing per NFPA 13. For 6" (150mm) and 8' (200mm) trapeze pipe, consult factory. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise Eaton 24 B-Line series Fire Protection Solutions (9.5) Seismic Brad (TOLCO Fig. 825 - bar joist sway brace attachment to steel (UI listed) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Material: Steel Function: To attach sway bracing and hanger assemblies to steel members. Features: This products design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head set bolt design assures verification of proper installation torque(min. 31 ft-lbs.). Approvals: UnderwritersLaboratories Listed in the USA (UL) and Canada (cUL). UL listed with Fig. 909, 910, and 980 series attachments and the following brace member type pipes: Sch. 40, KSD 3562. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved page 55. Installation Instructions: Fig. 825 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO" transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment, to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 825 on the steel beam, tighten the cone point set bolts until heads break off. Attach other TOLCO transitional attachment fitting, Fig. 980, 910, 909, or any other TOLCO approved transitional fitting. Transitional fitting attachment can pivot for adjustment to Fig. 825 proper brace angle. .. Finish: Plain, Electro-Galvanized and HDG Approx. Wt./100: 247.5 Lbs. 1112.2kg1 Order By: Figure number and finish US Patent #6,098,942 Canada Patent #2,286,659 Retaining strap not required. OPM 1@U1 LISTED Set Bolts & Hardware Included Maximum Design Load 825W/909-1370 lbs (5.78 KN) 825W/910-1500 lbs (711 KN) 825W/980-1600 lbs (8.45 KN) UL Listed as Hanger Attachment for 6' (150mm) pipe at Maximum Spacing --------------- / .flftfl. 1" V2' Bolt & Nut Furnished Top View Fig. 41 I-Beam Fig. 825 Fig. 980 Brace Fig. 1001 Bar joist shown attached to various roof materials 7' Shown with Fig. 910 May pivot in any direction Fig. 1001 Front View Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Updated 5-24-21 Eaton 54 B-Line series Fire Protection Solutions OPM C & US LISTED Set Screws and 'h' Attachment Bolt and Nut Included Flange Maximum thickness UL Rated load .375" -.499" 1090 lbs. 14.84kNl .500 -.875" 1370 lbs. 16.09kNI Seismic Brad (TOLCO Fig. 828 - universal sway brace attachment to steel (UL listed)) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" (9.4mm) to 7/' (22.2mm) thick steel structure. For thicknesses less than 3/' (9.4mm) refer to Fig. 825 and Fig. 825A. Material: Steel Function: To attach sway bracing and/ot hangers to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, C-channel, open web, welded steel trusses, etc-Secures brace to structure either across or along the beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA and Canada (cULus) Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved page 53. Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe' and a TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Slide the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set screws until the heads break off. Remove the flange nut from the carriage bolt. Install a TOLCO swivel fitting (Fig, 909, 910, 980, *986). Use flange nut to secure the swivel fitting. *Not UL listed when used in combination with Fig. 986 Finish: Plain or Electro-Galvanized Approx. Weight/100: 341 Lbs. (154.7 kg) Order By: Figure number and finish Patent Pending Note: Retaining strap not required. Beam, truss or girder May pivot in any direction Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Updated 4-6-21 Eaton 52 B-Line series Fire Protection Solutions OPM C@ us LISTED 980 Set Bolt Mounting Hardware Included Is Not Included Fig. 980 Fig. 980 Longitudinal Brace Fig. 48 shown 0 Fig. 1001 Fig. 980 Brace Lateral Brace Seismic Bracing (Fig. 980 - TOLCO Universal swivel sway brace attachment -/8"-16 to/"-10 ii) Fig. 980H - TOLCO Universal swivel sway brace attachment -/8"-9 to 11/4"-7 Size Range: One size fits bracing pipe 1 (25mm) thru 2' (50mm), B-Line series 12 gauge (2.6mm) channel. Material: Carbon steel Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections and in accordance with NFPA 13, 2019 Section 18.5.11.5. The Fig. 980 mounts to any surface angle and the break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO" "braced pipe" attachment, Fig. 1001, 2002, 3000, 4L or approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). UL Listed for the following brace member type pipes: Sch. 40, KSD 3562. Ask the factory for additional information as it may vary by product size. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved page 61. Note: Fig. 980 Swivel Attachment and Fig. 1001, 2002, 3000, 4L, or approved attachment to pipe make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain, Electro-Galvanized or Stainless Steel. Contact customer service for alternative finishes. Order By: Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Catalog # A in. (mm) B in. (mm) D** in. (mm) Max. Design Load (cUlus) lbsl(kN) Approx.Wt./100 lbs. (kg) 4/16 (114.9) 21/16 (52.4) 4 /16 (11.1) 1600 17.121 2100 19.341 2100(9 ' 34) 210019.341) [4 167.61 980.h/2 j/16 114.3) 148 167.11 147 (66.71 98O-/s 11/16 (17.5) 980-I4 /16 (20.6) 146 166.21 98011-11-/e 63/4 117141 15/16 (23.8) [11/16 (27.0) 31/2 (889) 1/16 (30.2) 1/16 I 1 /16 (33.3) Fig. 980H is not Listed or FM Approved 1 402 (182.3) 980H1 400 (181.4) 397 (180.1) ___________ 28011-11-11% 980H-1'/4 390 (176.9) Sizes available in stainless steel (980S-3/8, 980S1/1, 980S-5/8, and 980S-3/4) and have the same UL rating as what is listed. Mounting attachment hole size. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 60 B-Line series Fire Protection Solutions Seismic Bracing TOLCO Fig. 1001 - sway brace attachment (UL listed) Size Range: Pipe size to be braced: 1 (25mm) thru 8' (200mm) IPS. Pipe size used for bracing: 1" (25mm) and 11/4' (32mm) Schedule 40 (PS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedule 7 through schedule 40 (PS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1' (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). UL Listed for the following sprinkler type pipes: Sch. 40 (and as brace member), Sch. 10, Bull Moose Eddy Flow, Wheatland Mega Flow, DIN 2448, KSD 3562 (and as brace member), KSD 3507. Ask the factory for additional information as it may vary by product size. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved page 67. Finish: Plain, Elèctro-Galvanized or Hot Dip Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1' (25mm) or 11/4" (32mm)), and finish. OPM c®us LISTED Pipe Part Number & Approx. WtJ100 Size 1" (25mm) Brace Pipe VI4n (32mm) Brace Pipe Lbs. (kg) 1001-1 X V/4 122.2 (55.4) 1001-1'/4Xi'/4 122.6 (55.6) 1001-1'/2 X V!1 124.7 (56.6) 1001-2 X 1)/4 129.2 (58.6) Design Load - Lbs. For Brace Pipe Size in! i'ii" Sch. 1 Sch. 10 Sch. 40 1" / 11/4 ,, / 11/4n 1', I V!" in. (mm) 1" (25) U/4 (32) 2' (50) 3" (80) 7_000) 5' (100) *6 (150) *8 (200) 1001-i Xi 1001-i'/4 Xi 1001-i'/2 Xi iooi-2Xi 1001-2'/2 X 11- 1001 -3 X I iool-4X1 iooi-5X1 10016 X 1* 1001-8 X 1* Lbs. (kg) 104.6 (47.4) 105.2 (47.7) 107.0(48.5) 112.6 (51.1) 136.3 (61.8) 145.0 (65.8) 158.6 (71.9) 173.2 (78.6) 190.0 (85.2) 217.4 (111.5) 1001-3 X i'Ii 1001-4 X i'/4 1001-5 X 1'/4 1001-6 X V/ 1001-8 X V/ia 163.1 (74.0) 176.7 (80.1) 191.4 (86.8) 206.0 (93.4) 265.3 (120.3) 1000/1000 1500/1500 1500 /1500 2000/ 2000 2000/2000 2000/2000 2000 / 2000 1000/1000 1500/1500 1500/1500 2000/2000 2000/2000 2000/2000 2000 /2000 2000/2000 2000/2000 1000/1000 1500/1500 2000/2000 2000/2000 1 2000/2000 2000 / 2000 2000/2000 *Note: Metric sizes available for 65mm, 150mm, 200mm pipe size with 25mm and 32mm brace pipe size. Contact the factory. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise Eaton 66 B-Line series Fire Protection Solutions